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HomeMy WebLinkAbout032-2135-00-000 Wisconsin Department of Commerce PRIVATE SEWAGE SYSTEM County: St. Croix Safety and Building Division INSPECTION REPORT Sanitary Permit No: (ATTACH TO PERMIT) 605013 GENERAL INFORMATION State Plan ID No: Personal information you provide may be used for secondary purposes [Privacy Law, s.15.04 (1)(m)]. 3095927 Permit Holder's Name: City Village Township Parcel Tax No: William & Julie Wilson TOWN OF SOMERSET 032-2135-00-000 CST BM Elev: Insp. Elev: BM Description: /f y Section/Town/Range/Map No: dp 1 „ ' 23.31.19.1196 TANK INFORMATION ELEVATION DATA TYPE MANUFACTURER CAPACITY STATION BS HI FS ELEV. Septic W 1 IeSer L.P Dosing 1 N Benchmark /D3'3 /v b Alt. B cd01~0d UU4 t a I a SzS Bldg. Sewer ~g 9 87 , 4S Holding St/Ht Inlet J ~7 TANK SE A INFORMATION St/Ht Outlet TANK TO L, WELL BLDG. V Air Intake ROAD Dt Inlet Septic Dt Bottom ZQ $3. a 1-7 Dosing 44 ^ Z *L Header/Man. ~A .7, Aeration Dist. Pipe A J. 7 ~ Holding Bot. System ~~O Z' mi Final Grade PUMP/SIPHON INFORMATION b ' AfZ • 7 Manufacturer Demand St Cover . d GPM Model Number ~dQ j C- I TDH Lift `7 Friction Loss System ead;5~ ITDJ7,qq Forcemain Len th IDia. / Dist. to Well 104 SOIL ABSORPTION SYSTEM BED/TRENCH Width / Length No. renc s PIT DIMENSIONS No. Of Pits Inside Diia. Liquid Depth DIMENSIONS $ I:5 SETBACK SYSTEM TO P/L BLDG WELL LAKE/STREAM LEACHING Manufacturer: INFORMATION CHAMBER OR UNIT Model Number: Type stem: ( A44 6J DISTRIBUTION SYST M d 0211`111:12l j Header/Manif d ~j Distribution x Hole Size V x Hole Spacing{ Vent Air I ntak Length Dia ! 1 `5 Length ~3I37 Dia Spacing ~ + Z-5;3 SOIL COVER x Pressure Systems Only xx Mound Or At-Grade Systems Only 71 L vH) Depth Over Depth Over xx Depth of xx Seeded/Sodded 1XX Mulched Bed/Trench Center Bed/Trench Edges Topsoil ( Yes [ No Yes [ No Y~ COMMENTS: (Include code discrepencies, persons present, etc.) Inspection #1: / Inspection #2: Location: 2053 66TH ST J p~~ G b O w V 1.) Alt BM Description = ~ 2.) Bldg sewer length = ','f - amount of cover = > Plan revision Required? ❑ Yes ~No LI -7 ~ JI Use other side for additional information. Date Insepctor' Signature Cert. No. SBD-6710 (R.3/97) / ,c.hnr r~ County i ; \~L Industry Services Division ' X D 1 uu t~ 1400 E Washington Ave P.O. Box 7162 Sanitary Permit Number (to be filled in by Co.) P son, W537 7-7 2 0 5o Madi Co0ntlme~ t Cr0, IoR I State Transaction Number co ry Permit Application In accordance with SPS 383.21(2), Wis. Adm. Code, submission of this form to the appropriate governmental unit is required prior to obtaining a sanitary permit. Note: Application forms for state-owned POWTS are submitted to the Department of Safety and Professional Services. Personal information you provide may be used for secondary Project Address (if different than mailing address) purposes in accordance with the Privacy Law, s. 15.04(1)(m), Stats. 1. Application Information - PI ase Print All InformaY Property Owner's Name / /~Q✓~^ / Parcel # Property Owner's~Mailing Address Property Location Govt. Lot ~ City, State Zip Code Phone Number ''1A Section r (circle open - IL Type of Building (check all that apply) Lot # ❑ 1 or 2 Family Dwelling - Number of Bedrooms Subdivision Name / LL ❑ Public/Commercial - Describe Use Bloek# ~ El City of F1 State Owned Describe Use CSM Number ❑ Village of S 75 Q ✓ 0 Town of c .5 III. Type of Permit: (Check only one box on line A. Complete line B if applicable) Zn ^Q, A- New System ❑ Replacement System ❑ Treatment/Holding Tank Replacement Only ❑ Other Modification to Existing System (explain) B ❑ Permit Renewal ❑ Permit Revision ❑ Change of ❑ Permit Transfer to New List Previous Permit Number and Date Issued Before Expiration Plumber Owner IV. Type of POWTS System/Component/Device: (Check all that apply) 6 K A-6 I ❑ Non-Pressurized In-Ground ❑ Pressurized In-Ground ❑ At-Grade S Mound > 24 in. of suitable soil ❑ Mound < 24 in. of suitable soil ❑ Holding Tank ❑ Other Dispersal Component (explain) ❑ Pretreatment-Device (explain) V. Dis ersal/Treatme Area Information: Design Flow (gpd) Design Soil Application Dispersal Area Required Dispersal Area Pro ed (so System Elevation Rate(gpdsf) VI. Tank Info Capacity in N U Gallons Total # of ar~u f turcrL25 U , Gallon s Units /O0, ✓ o ? Y ° e New Tanks Existing Tanks p., U r7 V5 Septic or Holding Tank ❑ ❑ ❑ ❑ Dosing Chamber - tom' ❑ ❑ ❑ ❑ ❑ VII. Responsibility Statement- I, the undersigned, assume responsibility for installation of the POWTS shown on the attached plans. Plumbey~/s-Name (Print) Plumber's Signature MP/MPRS.Number Business Phone Number i Plumber's Address (Street, City, State, Zip Code) VIII. Count /De artment Use Only Approved Permit Fee Date sued Issuin gent Signatu PTO ~,lD . cep S Z9 Own wen Reason for Denial IX. Condi>i~sr~~ b lReag4ns for Disapproval 31 ~~"dam ; A o~ ~G C,-re - ~ 1. ~$eptk- ark, arflufnt a e* end J (1(~ ~ t,i5}~ar :s,i cell r +ust all p~gsti ic3s r ~t~ r ec e+r'.T ~Criw~'~ . so per ;Wagemert*, plan pro tided by plu nt)et. 2 , rnl fs t ntuut,tx misiirta u:E 'nn L( ~tr,t orr Attach to complete plans for the system and stflimit to the ounty not on paper not ss than 8 1/2 x I I inches in size SBD-6398 (803/14) i T - ~ I - _ ' j , V y I _ / a [ccop 1 i NRTAiE;,~,T DIVISION OF INDUSTRY SERVICES 3824 CREEKSIDE LN e~ I HOLMEN WI 54636-9466 I y Q s Contact Through Relay I' http://dsps.wi.gov/programs/industry-services S1 w www.wisconsin.gov sioNScott Walker, Governor Laura Guti6rrez, Secretary May 07, 2018 CUST ID No. 224263 ATTN: POWTS Inspector KIM A OCONNELL ZONING OFFICE KO CONSTRUCTION ST CROIX COUNTY SPIA 504 3RD AVE E 1101 CARMICHAEL RD OSCEOLA WI 54020-8173 HUDSON WI 54016-7708 CONDITIONAL APPROVAL PLAN APPROVAL EXPIRES: 05/07/2020 SITE: Identification Numbers Bradley Wilson Transaction ID No. 3095927 66TH St 205TH Ave Site ID No. 848793 Town of Somerset Please refer to both identification numbers, St Croix County above, in all correspondence with the agency. SWIA, NEIA, S23, T3 IN, R19W FOR: Description: Four Bedroom Mound System \ Sloping site Object Type: POWTS Component Manual Regulated Object 1D No.: 1759913 Maintenance required; 600 GPD Flow rate; 40 in Soil minimum depth to limiting factor from original grade System(s): Mound Component Manual - Ver. 2.0, SBD -10691-P (N.01/01, R. 10/12), Pressure Distribution Component Manual - Ver. 2.0, SBD-10706-P (N.01/01, R. 10/12); Effluent Filter 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. CON)r, ;±y The owner, as defined in chapter 101.01(10), Wisconsin Statutes, is responsible for compliance with all code pP requirements.° DEPT pF .~z No person may engage in or work at plumbing in the state unless licensed to do so by the Department per s.145.06, PRO P-r OF N stats. ~N~' The following conditions shall be met during construction or installation and prior to occupancy or use: 0141WION O~ Reminders • 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. SEA' Cl~ • 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. • All POWTS component piping material shall be SPS 384, Wis. Adm. Code compliant. • The area within 15' downslope of the dispersal cell shall remain undisturbed. Vehicular traffic, excavation or soil compaction is prohibited in this area. • 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. KIM A OCONNELL Page 2 5/7/2018 Owner Responsibilities • The current owner, and each subsequent owner, shall receive a copy of this letter including instructions relating to proper use and maintenance of the system. Owners shall receive a copy of the appropriate operation and maintenance manual and/or owner's manual for the POWTS described in this approval. • The owner of a POWTS shall be responsible for ensuring that the operation and maintenance of the POWTS occurs 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. I 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, Fee Required $ 250.00 Fee Received $ 250.00 6Balance Due $ 0.00 Gerard M Swim WiSMART code: 7633 POWTS Plan Reviewer, Division of Industry Services (608)789-7892, Mon - Fri, 7:15 a.m. - 4:00 p.m. jerry.swim@wi.gov cc: Edwin A Taylor, Wastewater Specialist, (715) 634-3484, Mon-fri, 8:00 A.M. - 4:30 P.M. HIM A OCONNELL Page 2 5/7/2018 Owner Responsibilities • The current owner, and each subsequent owner, shall receive a copy of this letter including instructions relating to proper use and maintenance of the system. Owners shall receive a copy of the appropriate operation and maintenance manual and/or owner's manual for the POWTS described in this approval. • The owner of a POWTS shall be responsible for ensuring that the operation and maintenance of the POWTS occurs 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 odiors who are respond UlC for LilC liffi LIMIL1U11, UpCI dUU11 U1 111a111LC1ia11GC 01 L11G r%J VV 1 J. Sincerely, Fee Required $ 250.00 Fee Received S 250.00 Balance Due S 0.00 Gerard M Swim WiSMART code: 7633 POWTS Plan Reviewer, Division of Industry Services (608)789-7892, Mon - Fri, 7:15 a.m. - 4:00 p.m. jerry.swim@wi.gov cc: Edwin A Taylor, Wastewater Specialist, (715) 634-3484, Mon-fri, 8:00 A.M. - 4:30 P.M. RECEIVED MOUND AND PRESSURE DISTRIBUTION COMPIONENT DESIGN A'~t 2 5 [018 INDEX AND TITLE PAGE ,E INDUSTRY SERVICE Project Name: Bradley Wilson Owner's Name: Bradley Wilson Owner's Address: 2070 66th AVE Somerset WI 54025 Legal Description: SW-NE-sec23-T31N-R19W Township: Somerset County: St Croix Subdivision Name: Whitetail Trails Lot Number: 17 Block Number: )NALLY Parcel I.D. Number: 032-2135-00-000 D Plan Transaction No..- XFETY AND -XL SERVICES Page 1 Index and title JSTRY SERVICES Page 2 Data entry Page 3 Mound drawings Page 4 Lateral and dose tank Page 5 System maintenance specifications 01 F CE Page 6 Management and contingency plan Page 7 Pump curve and specifications Page 8 Plot Plan Page 11 Soil Evaluation Designer: Kim Oconnell License Number: 224263 Date: 04/23/18 Phone Number: 715-381-7917 Signature: , Designed Pursuant to the Mound Component Manual for POWTS Version 2.0 SBD-10691-P (N. 01/01, R. 11/12), 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. 01/01, R. 10/12) Version 7.0 (R. 11112) Page 1 of 9 Mound and Pressure Distribution Component Design Site Information _ R Residential or Commercial Design Note: Sand fill (D) calculations assume a 400.001 Estimated Wastewater Flow (gpd) Table 383A4-3 in-situ soil treatment for --I 1.50 Peaking Factor (e.g. 1.5 = 150%) fecal coliform of 36 inches. 600.00 Design Flow (gpd) 6.003 Site Slope 100.651 Contour Line Elevation (ft) 40.00 Depth to Limiting Factor (in) y0.60 In-situ Soil Application Rate (gpd/ft) Distribution Cell Information _ 75.00! Dispersal Cell Length Along Contour (ft) = 8.00 Cell Width (ft) j 1.001 Dispersal Cell Design Loading Rate (gpd/ft2) 1 Influent Wastewater Quality (1 or 2) Are the laterals the highest point in the distribution r~ - Pressure Disribution Information network? Enter Y cr E; Center or End Manifold 4.00 Lateral Spacing (ft) If N above, enter the elevation (ft) f 2, Number of Laterals of the highest point. 7_.__6J_251 Orifice Diameter (in) 2.50 Orifice Spacing (ft) = 10.00 ft2/orifice 2.00 Forcemain Diameter (in) 165.00 Forcemain Length (ft) Does the forcemain drain back? Y 85.00' Pump Tank Elevation (ft) r r per Y or N Z,23 6.50 System Head (ft) x 1.3 26.91 Forcemain Drainback (gal) 15.98 Vertical Lift (ft) 67.32 5x Void Volume (gal) _ 2.23 Friction Loss (ft) 94.23 Minimum Dose Volume (gal) 0.00 In-line Filter Loss (ft) 24.72 System Demand (gpm) 24.72 Total Dynamic Head (ft) Lateral Diameter Selection Manifold Diameter Selection in. dia. options choice_ in. dia. options choice 0.75 1.25 x -i 1.00 _ I 1.50 x i x 1.25 x 2.00 1.50 x x 3.00 2.00 x 3.00 x Gallons/Inch Calculator i Treatment Tank Information 1200.00 Total Tank Capacity (gal) 1200.00 1 Septic Tank Capacity (gal) 36.00 Total Working Liquid Depth (in) Wieser - 1 Manufacturer 33.33 gal/in (enter result in cell B49) Dose Tank Information Effluent Filter Information 800.00j Dose Tank Capacity (gal) Ploylock --1 Filter Manufacturer 22.24_ , Dose Tank Volume (gal/in) PL 525 ~ ;Filter Model Number Weiser ~ Manufacturer Project: Bradley Wilson Page 2 of 9 Mound Plan and Cross Section Views T 1/10 B Observation Pipe K T A W B ' I L Mound Component Dimensions ft A 8.00 ft E 11.76 in H Elft ft K [jift B 75.00 ft F 9.50 in 1 ft L ft D 6.00 in G 0.50 ft J W 600.00 (ft2) Dispersal Cell Area 1223.32 (ft2) Basal Area Available 8.00 (gpd/ft) Linear Loading Rate 7.50 (ft) 1/10 B Obs. Pipe Placement Mound Cross Section View Aggregate Dispersal Area Finished Grade 102.94 (ft) ♦ H G ~ r///rrr ' JfI 2 rrrrJr rii riiirrri F xk 101.65 (ft) Lateral 101.15 (ft)-► Dispersal Cell Invert Dispersal Cell] Elevation E D 100.65 (ft) Contour Elevation 6.0 % Site Slope Geotextile Fabric Cover Shading Key V Q 0 r - Dispersal Cell See lateral details on Q Topsoil Cap : a 1.5 ft Page 4 for number, size, Subsoil Cap W _o n and spacing of laterals. ©0 ASTM C33 Sand Laterals are equally F spaced from the ®0 Tilled Layer y 0.5 ft Typical Lateral H 1 .1 -1 0 I distribution cell's © [ Aggregate v o Tj centerline in the * A + distribution cell (AxB). Project: Bradley Wilson Page 3 of 9 End Connection Lateral Layout Diagram Center the laterals over the A & B dimension Turn-up vdtbxll vnhra or alannout. plug P All laterals are identical Holes drAled on the bottom or the lateral S qulaAy spaced Laterals &1orceman S---h Aa PVC Der SPS Table 3$4.30-6 oree main connection via tee or cross to maniroid at any point. Number of Laterals 2 Orifice Diameter 0.125 in Lateral Diameter 1.50 in Orifice Spacing (X) 2.53 ft Lateral Length (P) 73.37 ft Orifices per Lateral 30 Lateral Spacing (S) 4.00 ft Orifice Density 10.00 fig/orifice ft Lateral Flow Rate 12.36 gpm Manifold Length LAft/sec System Flow Rate 24.72 gpm Manifold Diameter in Total Dynamic Head 24.72 ft Forcemain Velocity Dose Tank Information Locking cover with warning label and locking device and sealed watertight Electrical as per NEC 300 and SPS 316.300 WAC 4 in. min. Disconnect Tank component is properly vented F - Alternate outlet location Forcemain diameter Weiser Manufacturer 2 in. Capacity800.00 Gallons - T Volume 22.24 gal/inch A Weep hole or anti- Dimension Inches Gallons B siphon device A 21.73 483.37 C B 2.00 44.48 Pump off elevation (ft) C 4.24 94.23 85.67 D 8.00 177.92 D Total 35.97 800.00 Dose tank elevation (ft) ILI Bedding un er tank. 85.00 Alarm Manuafaeturer RJS Rhombus _ Nate: Switches Alarm Model Number tank alert _ j containing mercury may not be used in Pump Manufacturer Goulds P-~ this system. Pump Model Number PE 51 Pump Must Deliver 24.72 gpm at 24.72 ft TDH Project: Bradley Wilson Page 4 of 9 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.01/01, R. 11/12), SSWMP Publication 9.6 (01/81), and Pressure Distribution Component Manual Ver. 2.0 SBD- 10706-P (N. 01/01, R. 10/12)] 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 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, Stats. 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 filter 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. If the filter is equipped with an alarm, the filter shall be serviced if the alarm is activated continuously. Intermittent filter alarms may indicate surge flows or an impending continuous alarm. The septic tank shall have its contents removed when the volume of sludge and scum in the tank exceeds 1/3 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 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, 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 mg/L BOD5, 150 mg/L TSS, and 30 mg/L FOG for septic tank effluent or 30 mg/L BOD5, 30 mg/L TSS, 10 mg/L FOG, and 104 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 at 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 if orifice clogging has occurred and if orifice 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 be 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 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 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 9 C) - I I I! [qGOULDS PUMPS Submersible Effluent Pump P E { IRu)ENT PUMP SPECIFICATIONS MOTOR FEATURES Pump - General: General: ■ Corrosion resistant • Discharge: 11/2" • Single phase construction. NPT • Temperature: 104°F (400C) • 60 Hertz ■ Cast iron body. maximum, continuous when • 115 volts ■ Thermoplastic impeller and fully submerged. • Built-in thermal overload pro- cover. • Solids handling: 1/z" tection with automatic reset. ■ Upper sleeve and lower 5 maximum sphere. • Class B insulation. heavy duty ball bearing • Automatic models include a • Oil-filled design. construction. APPLICATIONS float switch. • High strength carbon steel ■ Motor is permanently • Manual models available. shaft. lubricated for extended Specially designed for the following uses: • Pumping range: see PE31 Motor: service life. Mound Systems performance chart or curve. • .33 HP, 3000 RPM ■ Powered for continuous • Effluent/Dosing Systems PE31 Pump' • 12.0 Maximum amps operation. • Low Pressure Pipe Systems • Maximum capacity: 50 GPM • Shaded pole design ■ All ratings are within the Basement Draining working limits of the motor. • Heavy • Maximum head: 25' TDH PE41 Motor: ■ Quick disconnect power Duty Sump/ PE41 Pump: • .40 HP, 3400 RPM cord, 20' standard length, Dewatering • Maximum capacity: 60 GPM • 7.5 Maximum amps heavy duty 16/3 S1TW with • Maximum head: 29' TDH • PSC design NEMA 5-15P, three prong, PE51 Pump: PE51 Motor: 115 volt grounding plug. • Maximum capacity: 70 GPM • .50 HP, 3400 RPM ■ Complete unit is heavy duty, • Maximum head: 37' TDH • 9.5 Maximum amps portable and compact. • PSC design ■ Mechanical seal is carbon, METERS FEET ceramic, BUNA and stainless 40 { - - s IMODELS: PE31, PE41, PE511 steel. PE51 r . t- I HP:.33, .ao, so ~ ■ Stainless steel fasteners. 35 10- 2 GPM j _ = AGENCY LISTINGS 30 F PE4- 1 FT o F w 25 l._pEN - - t - C US Z t- U_ E s T - ested to UL 778 and 20; Z i = CSA 22.2108 Standards By Canadian Standards Association F Fie #LR38549 15! . - r f . ? Goulds Pumps is ISO 9001 Registered. - 0 0 - 0 10 2 20 30 - 40 50 60 70 GPM 80 0 5 10 15 m3/h Goulds Pumps CAPACITY Cc) 2002 Goulds Pumps I v _ M. _ - ST. CR M COUNTY SUT.C T.A . MA ,T • "CE- AGXERA ' AND O~W~t-ERSHIP CERTNICATTON FORM Ownm(BuM - 1 aMUPAAdress j M + Y tVea7 ICattlo3t 2 deli iiianpb=An$ &Zoamg DeparMeW RX maw OMMUMM) CItylSEa E 4CG t Parcel Idmt ficatton tint P1rOPMty LoCati4OU- Yt a. T<2-L R,L w, Tovm of Subdivision Plat Lot# Certified Survey lap # , Volume Page # Wanvaty Deeld # (fie )Mcaume , POP # 5`YST N9E MAUTTE` M AND Q' TRR G'F.RTLF`I i3'IQN Improper use amt maitttemaaoe of your septic system could result in its pro mramm fuitue to handle wastes. rupor maims consists of pumping out the septic tank every ftic years or soccer, if utedek by a licensed pumper. What y(m put iz to the symm, cm spout fncdm ofdio septic tatic as a tceatrett staff is the waste disposal system, Owner, mandwance xes;xmsftffMes am specMbd is 'S. 383.Wl) and is {papa 12 - St OrOk Caemty SM1ftKy O The propmty ownw agrm to sabmit to St CrM t OMWP dt ZaQM9 DepmUMW a card9catka fob s4Wby dje ow= and by a masw plimaber, joarneyman pbmtber, restrlictdd phmiber aar a bomsed pugpw vea! ymg that (I) $ee on-sits wastwWater disposal systmn is in proper wag eondmoc an&or (2) 4ar inspectim and pumping rXf to septic tank is less than Ili Ruth of sludge. ywe, lbe tmdersiped have read the above r ens and egree to makdaiu Tie private sewage disposal system wit the 9K Jxtb, assetbyf DepKweut df - Servioes wd ftDmpwtm= mmatRte, suo of W-mmsi . do system has b*m ' . mnit be completed and rued to the St. 0oix C:otsgity p1mming & 30 daps oftbe &e y' empkida date. Jf We certify 1W an stxten ots on this fam are Wme, to the best of my/our kwvdedge. Ihm amlare the owner(s) of t'he mvpcrty de$wibed above, by virtue of a 791aly dead recr~ad sa RgOster of Deeds 0Mce. Number of bedrooms R A "OF; APPUC'- N;jM, DATE ***.4ny mibrmesion flint is misre presem#ed aiay result Iti ft su ttaty permit beg; revolted by the Pb=mg dt Zmmg Npartamit. Include with this appiioation a reoarded wexrenty deed from tune Rogister of Deeds Office and a copy of do eerifiad tatey map if rem is made in the va aaty deed. M"M fib) Z _..r..__, ~-X ~J-U N - WHITETAIL TRAILS r____.._..T YCnTN 2J-JrLA19 FOAEST OAKS CONDOR NC COUNT uNUMEN 11160190TH AVENUE NW. N E COUNTY MaWNr) N W Located n the Southwest Quarter of the Northeast p rn to and part of the Southeast Quarter of the Northeast Quarter ELKm Dry 5W0 f of Section 1J, Township 31 North, Range 19 West, Town of Somerset St.. Croix County Wisconsin. R NO CRAINA OR CONSIRUCnON PERUl1IFD xMx y.~.._.. ~ 0; NNE DBMNAa EASENONTS SNeWN HuEOL - NOTE WHEN FUTURE DEVELOPERS USE, OR ARE REWIRED OaNed by Ah~ C. srAlaP 10$01 AFE OH e n ALL LNEAR MEASUREMENTS WE BEEN MADE TO THE NEAREST ONE (1) TO USE THE PORTION OF PLATTED TOWN ROAD BETWEEN N IN p I 0 Z, HODREON OF A FOOT. All ANGULAR NEWSMEN NS WERE MAOE TO LOTS 10 AND 11, SAID DEVELOPER SHAL BE RESPONSIBLE ♦ 1 NI w THE NEAREST RW: (5) SECONDS AND COMPUTED TO THE VALUES SHOWN FOR CONSTRUCTING THE ROADWAY IN ACCORDANCE WITH CURRENT $ W I $ f r, ' 0 - COUNTY STANDARDS. NEITHER THE TOWNSHIP NOR THE OWNERS OF ~I 0 NOTE: ONE PARCBS SHOWN ON TWS YAP ARE SUBJECT TO STATE, COUNTY AND TOWNSHIP F- N LAWS, RULES AND REGULATORS (LE.ISLAS. MN" LOT S7E, ACCESS TO PAVaN, LOTS 10 OR 11 WILL BE HELD LIABLE FOR ANY COSTS INCURRED IN CONSTRUCTING I % I EX), BEFORE PURCHASING OR DEVELOPING ANY PARCEI, CONTACT THE SE CRON COlNTY SAID ROAD. THIS NOTE IS PER SOMERSET TOWNSHIP REQUEST. A$Prx A IE QH DORM WICE AND THE APPROPRIATE TORN BOARD FOR ADOCE L.._.._.._.._.1_.. _.._.._..J ~I _____-N68.4504'E 1132.06'------ - ZI' j UNPLATTED LANDS NORIH TINE a' NNE SE 114 OF 1HE NE 114 _ VICINITY MAP JECRQY 13 T3IN, R19W. NORTH NORTH NINE OF X SW 114 OF THE NE 114 66.00 H,y, 37Am' 3", ]FT'. 31A1Y .616 774.06Nor 7T 6CA2E 1 ~ e 0299' _.______1016.15___a' ~~~y~' 66' WE 46n 0c LOT 13 LOT 12 LOT 11 LOT 10 LOT 9 LOT 8 w LT 7 140143 S0. FT 131,314 S0. FT 130875 SO. FT. r. 131,050 SOIFT P W 131,050 So. Fl F 131,715 S0. CERTIFIED SURVEY MAP 322 ACRfS 704 ACRES 300 ACRES JOI A ACRES ACRES 5OTFICE " " SEC0.0IX LY,Vw1\ 0: n"NINIWN FFE-4911 i bt YNININ EFE=444.7 0 kACA%IIJ. Q H~. P3 n it 'An L J " AD,Na o ^ o I( _ WMNW FfE 49171 Wd*& µ ,R.ONi n I " 3 R•5645672Y' 'd®a I 1 i'f' i, _ R*I-S,' p , - ~ I. I 56279'07 ; : 11br • Kr4h tE I 'O Od Ea mm1 Y U A FMEY N 1 0 fl r Vi ?0-••-_._•'7></ A VENUE s C v671 1 I , m-----__,-_ 40.dDNNE 0 , I 1 g -10649'---':' R•52120'sYF-_t h ~ _WMW 1 S88'45'OS"W , - - " ------•354.0/''-••'-- ~1 ! Cml n.,I~Q,~ Z , R. , ----•----.1N.O5''---'--- - © N 1 _ 4s' S2 of 720'SrE , _ - 207TH A„m, A2 _ 4 56w45'OS"0 77358' t „66.1' ~R7L-01_Iyy - - 207TH AVENUE -i0 6E-Dm - - - - - - - 0 O - CATED TO THE PUBJC N 0 B ~ % / / -Z ma•umv nm4e'.-. ".0~-'~ ao r«a~W+a-D.-sx EaNMNWL $ a / c - 4r 2983f------- S6B'45'OYW 707.67 ~'I I tN 6e GL5,gisha ^ LObs S0. FT 6 \ / / 221.55'____-__ _ _ _297.95._____`; 1 - i R•SAB5576F ~N I 1Y M UTY EA41EHr ----62O6i----A 's - • LOTS O / 2 CERTFED SURVEY_MAP 300 ACRES \ ' 1 RWE=1860. I - r' H VOLUITE 10 PAGE-2953 m ZH n n / / / / n LOT 213 S1W o z11 LOT 20 LECE D6° t~.Maa„, E r nm eo4 € 0 LOT4 0 NRar6 LOT 2 2 132,339 S0. FT oIH 3 3 NseOr ° 81 IJJ,809 SO FT n n CERT FIED SURVEY MAP ® S It 1-3/16' a 3S,' W Rod e. F ! r +sN, °'w i I / i 135,324 S0. FT ; 304 ACRES 1; / • 307 ACRES . VOLUME 10 PAGE 2908. I a a °F 177 pmda P> ACRE 81 C, „ W311 p WJN ES 9t0 M" ;EEO=4972;; ^L J MINIMUM F.EE•e920 f ; III O d Wt p,, kw J3 egiliq ]i z A/AyN' oe ` . P imam a11.1J pe' I ® Q^ N687Y5rE H a y?^ 1,Ati of N W I 0 FF.A I' V. Pipe .W f Irm fl,1 WL 49605' ! l 0=! t prk ~I - FrmH N aGe~NOIa To "ght-05-YkY) LOT 15 r ~ o: ro IJ8,919 SO FT i L_ 8 J14 ACRES i% Ae W Pp°"0 MWeoy Laa I 0 - - mL ppmdmk n I I , Owna~Emm a Na'4~1___SgwJY51Y' 658.97._____- R= R.- m LOT 2 3 y U stdW' "A" 30.69' i • Or W.I.d i IJ0,958 S0. FT W h De de IY uO11y ft- t " J 01 ACRES Ii N I FF.E f'ffiNa Flaar flawtim 1 w YNIMUN EF.Ed86.7 ? n I H.WL 10 Water Ine NewlY54'E IN RWL Hio Water Eke. 41204' - I H WNDNM FFE-A66.7 j° BENCHMARK& $ i I N165Y9N'E Y I' fi LOT 18 w ^ W r ; 1`11-1 AFE ON AN AL911W0 DA7W. r . . _ RAW W LOT 19 N I a N m' u LOT 3 Od og Ema mI r 6 .,\V. iJ4,141 S0. FT 134,521 50. FT RR. 5PD¢ N NORTHSCf POO POLE • w S 9 ro a, CERTIFIED SURVEY MAP I SOUTH SDE 205TH AVENUE LOT 16 I I t N +V J08 ACRES 709 ACRES I ^ 'z VOLUfa E 8 PAGE- 2148 E EVA Gx-4 $76' d 131,030 SO FT LOT 17 $ j j I N - - i NE CWER LOT 8-FOUND I' WON ROD S J01 ACRES i n IJ0,958 S0. FT EEVUnO-sn.a' RWE=1666 " : 100 w/1➢MC SEI9Ad( II i JOl ACRES a+ N£5T TUAR7ER CORNER N ' i WFw.uu EF.E-4726 G QUARTER fA37N SECnOV 2J-JI-79 66 CIIAV 13-JI-19 (FLtlINT MONI7NUM NwL li 1 I (FOUND ALLUVUM EtlOli-OFWAY 2051E AWFAE J 01 COUNTY MONUMENT) 1 ' IY UTLItt EASEMENT I ill' Unutt EISFWCN7 __._-326.55' - L 1 I , _ ____.___.J28W - MONUMENT) 'idaf h ~ N867YS/T II104 JJ1 JJ• L_---_______'------- 41605--_.."- T" 106269 f . SBB'38b9 W 588.38'39 W ( ,.')1649' ' _ S663154YN 1150.64------"1 266K; h~ _ _ E 206114 AVENUE \y`DNS hl - - - - - - - - 205TH AVENUE - SB87839'W 162641'--- _ N b , ~`v GS1-WEST gUARTER NINE /7 h 2660.20' L"? _ \RICNi-OF- - WAY 205TH AVENGE 7 _ _ 58878139'W 5311.70'------' BENCHMARK-R.R. SPIKE I ~ 1g6NSON s RONALD fI ID NOR1H SIDE COMER POLE I A`4ERB6Y $ ' UNPLATTED LANDS CURVE DATA UNPLATTED LANDS Wis. NO M n LOT 3 OcA~i LOT 2 a " CURVE RADIUS ARC CHORD DELTA CHORD BEARINGS TkW9BE61WCS CERTIFIED SURVEY MAP ~aH^O Vc+ CERTIFIED SURVEY MAP W c-D 267.00' 421' 380.75' 90'5144' 54710l'W ses4503'W 5O2174lt VOLUME 4 PACE 1135 I W ra ° wa VOLUME 1I PAGE 2971 " N A OTO12) 333307 523.67 33.00' 205,36 474.81 905144' 54316'11'1 S88'4503'9 SO21Y41'F 0 LOT II 3310' 4617 4me 0816'44' SW36'41'W 589'4503.0 S607619'W 202.IY 3520'03' S6748'17.5'W 580`28'19'0 S45W6'W . GRAPMC SCALE 101 T3 -MOO 650' 6649' 117131' S3974'305'W S45,08" 6'W W404VW SINE IN FEET: I nth - 100 NNl ,A LOT 14 33100' 208.59' 205.20' 3531'26' S15.402'11 53P40'45Y SN17411 EAST-CT 1 SOr7H OV/ARIER CQRNER E4 157.0 76.01 75AY 260600' S75'42'OYW 56739'OYW 5164607'1 LOT 21 IS REWRED TO NAME AN EROSON CWNNGU PLAN OF FANGS NGS ARE E NeTOWNSCPm 31 10 N, THE E RANGE EAST-CT EAST19 W, T/ LINE . SECRpV 1J-JI-19 5~1111FI1 TO THE Sr. CROX COUNTY RUNG DEPT. . C-H 233.00' 106.14' 105.220 2611600' S75-42'CYW 56Y39'C3-W S6645'OYW PROM TO THE =ANCE OF A SAMTATON PERMIT. *10H 5 ASSUMED 10 BEAR SW7879'W (FUND ALMMI7wIM COUNTY MONUMENT) I-D 233.00' 137.61' 13511' 335116' S7915'411 NS37141'W S673TOYIN SHEET 1 OF 2 SHEETS a LOT -5 CERTfFIED SURVEY MAP V(5 - L UM--E 1 --0 --P-AGE---------2953- LEGEND: Section Corner Nonument of Record Q. Set 1-3/16" x 30" Iron Rod weighing a minimum of 3.77 pounds per lineal foot. • Set 1" x 24" Iron Pipe weighing a minimum of 1.13 pounds per lineal foot. O Found 1" Iron Pipe 0 Found 1" Iron Rod. • • • • • • • • Building Setback Line (100' FROM Right-Of-' 75' From Navigable Water - - - Proposed Driveway - Location Approximate - Drainage Easement R= Recorded as Ak, Denotes Wetland Denotes 12' Utility Easement F.F.E. Finished Floor Elevation H.W.L. High Water Line H.W.E. High Water Elevation BENCHMARKS: ELEVATIONS ARE ON AN ASSUMED DATUM. R.R. SPIKE IN NORTHSIDE POWER POLE, SOUTH SIDE 205TH AVENUE ELEVATION= 478.78' NE CORNER LOT 8-FOUND 1" IRON ROD ELEVATION= 529.41' EAST QUARTER CORNER SECT/ON 23-31-19 (FOUND ALUM/NUM COUNTY MONUMENT) 1062.69' Its oiv~ S~r 1 " RONALD F. JOHNSON _ AW~SY• N O TH ++j,"•roq 100 0 100 :9 . vv v v N J. 01V ACRES 1 a, In I i ro MINIMUM F.F.E.=486.7 i o co in I ;o .o . 1 N I rn ~ m I ~ I o o , I 1 u' i N t MINIMUM F.F.E.=486.7 I 1 1 i 1 N88'37'54"E j N l [V 1 496.05' 1648' LOT 18 c, c, 1 O 1 292.37' 00 N I n 1 0 0 0 I } 20' Dradnage Easement 3: ;~tis • N 1 I , 0,0a 04,241 SO. FT 3.08 ACRES n I 1 R LOT 17 °s~ M o 130, 958 SO. FT I 3.01 ACRES H.W E.-468.6 lo I N . I cp N 66' MINIMUM F.F.E.=472.6 - o1 N H. W) I I 12' UTILITY EASEMENT :o, II I 3 _ li 496.05'------------- --------------328.04 ---~3 '133 i.--------------- ---y-- :o S88'37'54"W 1150.64 ST oU-- LINE S88*38'39 - -_1628.--_-_- - - - - S88'38'39"W 5371.30' - - - - - - - BE NC ADS CURVE DATA r PwceM 032-2135-WON Valid as of 09/21/2017 60:44 AM Alt. Parcel 23.31.19.1196 TOWN OF SOMERSET ST. CROIX COUNTY, WISCONSIN Owner and Mailing Address: Co-Owner(s): JEFFREY A WITTER 2061 66TH ST Physical Property SOMERSET WI 54025 Address(es): 2053 66TH ST OR Districts: Dist# Description Parcel History: 5432 SCH DIST OF SOMERSET Date Doe# Vol/Page Ty_pe_ 1700 WITC 10/31/2003 745304 ' 2446/509 WD 02/1912002 671477 '1838/604 WD Legal Description: Acres: 3.010 12/12/2000 635127 1566/376 WD SEC 23 T31 N RI 9W SW NE LOT 17 WHITETAIL TRAILS 660 205TH AVE Plat Tract (S-T R 40'/41601/4 GL) Block/Condo Bldg " 08-011-WHITETAIL TRAILS 2000 23-31 N-19W SW NE LOT 17 2017 Valuations: Values Last Changed on 09/06/2017 Class and Description Acres Land Improvement Total G1-RESIDENTIAL 3 - -1-0-If 45,460.00: 0 00 45,100.00 Totals for 2017 General Property 3.010 45,100 00! 0.00: 45,100.00 Woodland 0.000. 0.00;i 0.00 ! 0.00 Totals for 2016 General Property 3.010 25,000.001 0.001: 25,000.00 Woodland 0.000 0.00 0.00, 0.00 2017 Taxes Taxes have not yet been calculated. Key Primary Wisconsin Department of Industry, SOIL AND SITE EVALUATION REPORT / Pa e 1 of 3 Labor and Humn Relations ?OS"3 Division of Safety & Buildings in accord with ILHR 83.05, WIS. Adm. Code c>P,4_5-3 ST- dr COUNTY & TO Attach complete site plan on paper not less than 8 1/2 x 11 i in(s n must include, but St. Croix not limited to vertical and horizontal reference point (BM ti y PARCEL I.D. # o Of:1 e, scale or dimensioned, north arrow, and location and distance t a t road. 3 R IEWE DATE., APPLICANT INFORMATION-PLEASE PRINT kE INFO# PROPERTY OWNER: ; PROPS LOCATION s do - 1 WVT.(:OT SW 1/4 NE 1/4,S 23 T 31 N,R 19 c(or) W PROPERTY OWNER':S MAILING ADDRESS A X LOT; LOCK # SUBD. NAME OR CSM # + 11160 190th. Ave. N.W. CoijNty a Whitetail Trails CITY, STATE ZIP CODE PHO ER I ❑VILLAGE SOWN NEAREST ROAD Elk River, M. 55330 (61 4 88 erset 205th. Ave. [x] New Construction Use [ c ] Residential / Number of bedrooms 4 [ ] Addition to existing building [ J Replacement [ ] Public or commercial describe Code derived daily flow 600 gpd Recommended design loading rate -,5_bed, gpd/ft2_trench, gpd/ft2 Absorption area required 500 bed, ft2 500 trench, ft2 Maxim m design loading rate .5 b d/ft2 .6 trench, gpd/ft2 Recommended infiltration surface eleva!iR(sj 101.65 ft (as referre k) Additional design/ site considerations s stem el. based on contour line of el . 100.65 Parent material glacial drift Flood plain elevation, if applicablena It S = Suitable for system CONVENTIONAL MOUND IN-GROUND PRESSURE AT-GRADE SYSTEM IN FILL HOLDING TANK U = Unsuitable fors stem ❑ S ® U R1 S ❑ U ❑ S E, U ❑ S aU ❑ S [IU ❑ S E U SOIL DESCRIPTION REPORT Depth Dominant Color Mottles Structure GPD/ft Boring # Horizon Texture Consistence Boundary Roots in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. Bed Trench 1 0-11 10yr4/3 none sl 2msbk mfr cs 2f .5 ~.6 2 11-26 10yr4/4 none sil 2msbk mfr 9W if .5 .6 Ground 3 26-56 7.5yr4/6 none lfs Osc3 mvfr 9W na .5 .6 eev. 4 56-86 7.5yr4/4 none sl 2msbk mfr na na .5 .6 Depth to limiting factor +86" Remarks: Boring # 1 0-12 10yr4/4 none 1 2msbk mfr cs 2f .5 .6 2 2 12-31 7.5yr4/4 none sl 2msbk mfr yw if .5 .6 3 31-40 5yr4/4 none sl 2msbk mfr 9W if .5 .6 Ground elev. 4 40-75 5yr4/4 2p 7.5yr5/8 scl 2msbk mfr na na .4 1.5 100.4 ft. Depth to limiting factor T1 40" Remarks: CST Name:--Please Print Gary L. Steel Phone: 715-246-6200 Address: 1554 200 e. New Ric and WI 54017 Signature: Date: 6-14-2000 CST Number: m02298 PROPERTYOWNER Forest Oaks Condos SOIL DESCRIPTION REPORT Page 2 d 3 PARCEL I.D. # pending Depth Dominant Color Mottles Texture Structure Consistence Boundary Roots GPD/ft Boring # Horizon in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. Bed Trench 1 0-10 10yr4/4 none sl 2msbk mfr cs 2f .5 .6 2 10-20 7.5yr4/4 none scl 2msbk mfr gw if .4 .5 Ground 3 20-84 7.5yr4/4 none sl 2msbk mfr na na .5 .6 elev. gg -4--- ft. Depth to limiting factor +84" Remarks: Boring # 1 0-10 10yr3/3 none sl 2msbk mfr gw 2f .5 .6 ':.......4.'`' 2 10-21 10yr4/4 none sl 2msbk mfr gw if .5 .6 3 21-34 7.5yr4/4 none sl 2msbk mfr gw if .5 .6 Ground elev. 4 34-84 5yr4/4 c2d 7.5yr5/6 scl M na na a np ; .2 g~Q ft. Depth to limiting factor 34" Remarks: - Boring # 13 Ground elev. ft. Depth to limiting factor Remarks: Boring # Ground elev. ft. Depth to limiting factor Remarks: RPM-AARMR.05/92) PMV6RVOM M O.res# Oaks Condo SO-M 069MF'E'MON REPORT pap 2 d 3 pending ' ARCEL I.D. Boring # Horizon Depth Dominant Color Mottles Texture Structure Consistenoe Bwxby Ruts Ge PD/ft in. Munsell Qu. Sz. Cont Color Gr. Sz. Sh. -ch q B Tv 1 0-10 . 10yr4/4 none sl 2msbk mfr cs 2f .5 .6 - 10--24 7.5yr4/4 none scl. 2msbk mfr cgw If .4 .5 Ground 3 20-84 7.5yr4/4 none sI 2msbk mfr na na .5 .6 elev. 99..4..._.. ft. Depth tD tlmiUng i factor t8-_4 Remarks: Boring # 1 0-10 10yr3/3 none sl 2msbk mfr tw 2f .5 .6 4 2 10-21, l0Yr414 none sl ?msbk zafr cgv y If .5 = .6 4hStoc 3 21 34 7.5yr4/4 n, $l Jar 3f .5 .b Ground _ elev. 4 34,-84 5yr4/4 c2d 7.5yr5/6 scl M na nat a np .2 99.OfL Depth to ~ntitlrK, f factor 34" Remarks: Boring # w a Ground elev. iL Depth WE limiting Factor Remarks: Boring # r F Ground etev, ` s it Depth to limiting { factor Remarks; `sets-sasatt~.asr~zt ' r STEEL'S SOIL SERVICE Gary L. Steel Forest Oaks Condos, Inc. 1554 200th Ave. CSTM2298 SW4NE4 S23-T31N-R19W New Richmond, WI 54017 MPRSW-3254 town of Somerset (715) 246-6200 lot #17-Whitetail Trails N 1"=40' BM.= top of 11, pvc pipe C el. 100.00, Alt. BM.= top of 11, pvc pipe C el. 103.35, % ~V S P 6-~ D' 3n' Gary L. Steel 6-14-2000