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HomeMy WebLinkAbout488034 008-1061-20-400488034 —"� Safety and B din on 201 W. Washington e., ox 7162 Madison, WI 5 07 viscoilsin County 5-r �� t Sanitary Permit Number (to be filled in by Co.) 1-1`7162A, 266-3 1� (608) 0 g D 3 Department of Commerce State flan LD. Nu �e-j(j/IA�S � /b Sanitary Permit Application Nv rI (uv*�T 0 In accord with Comm 8321, Wis. Adm. Code, personal information you provid may be used for secondary purposes Privacy Law, s15 04(1 xm) Project Address (if different than mailing address) I 3 a 30 rti 5 1. Application Information - Please Print All Inform ion RECEIVED Property Owner's Name v L- 2 5 /YI' u DEC 1 3 2005 Parcel # Lot # Block # °¢ 3 Property Owner's Mailing Address Property Location % / S CROIX COUNTY �/ 1 l.K sc S u E' `(� V Section City, State zip C ��� /(circle one) A(t f N: R—rj_Fo� all that apply) CSM Number 3 11. Type of Building7Describc [� i or 2 Family Dwellier of Bedrooms v �� P G 36 q ss 0 20 t/�� ❑ Public/Commercial -Use p-\'^ - ut ❑City_❑Village Township of I'16l U G6t l f t� ❑ State Owned - Describe Use c 117. Type of Permit: (Check only one box on line A. Complete line if applicable) f 0/p/ - ZD - trU 31 " 40 A. 19 New System El Replacement System ❑ Treatment/Holding Tank Replacement Only ❑Other Modification to Existing System ElPermit Revision ❑ Change of ❑ Permit Transfer to New List Previous Permit Number and Date issued B. ❑ Permit Renewal Before Expiration Plumber Owner a if/f IV. Type of PIlWTS System: (Check all that a l 5 o Mt1uM = El ❑ Non -Pressurized In -Ground ❑ Mound > 24 in. of suitable soil Mound < 24 in. of suitable soil ❑ At -Grade ❑ Single Pass Sand Filter Constructed Wetland ❑ Pressurized In -Ground El Holding Tank El Peat Filter El Aerobic Treatment Unit El Recirculating Sand Filter 11 Recirculating Synthetic Media Filter ❑ Leaching Chamber ❑ Drip Line ❑ Gravel -less Pipe ❑ Other (explain) V. Dis ersaVrreatmentArea Information: Design Flow (gpd) Design Soil Application Rate:(gpd Dispersal Area R ited (s Dispersal Area Propos (sl) System Elevation ��9 0 3 y YZ / D l - �3 , s 0-0 S�� VI. Tank Info Capacity in Total umber nufacturer Prefab Site Steel Fiber Plastic Gallons Gallons of Units l+l /r/_ Concrete Constructed Glass lT� New Existing LC�Q,,,+,('-�t Tanks Tanks Septic or Holding T:uik ©v /, U I O L1 (� (/tJ i 5 (� U It C k-C r C Acrobic'rreattnent Unit Dosing Cfwtnb.t D 1 l� �{� er// L (f / t C *- '�e IT V11. Responsibility Statement- 1, the undersigned, assume responsibility for installation of the PONY 'S shown on the attached plans. Business I'hone Number Plumber's Name (Print) PI is Signature Iv1P/MPRS Number � aA/07? 1 7(5-- 3� 1) 4?/dl:it v I G � Plumber's Address (Street, (,ity, State, Zip Code) VIII. Court /De artmcnt Use On • Sanitary Permit Fee oncludes Ground+vater Date Issued Issuin Ag�Sil (No Stamps) Approved ❑ Di cd Surcharge Fee) i /2 5 _ l � "j 13 0 ❑ O ven for Denial IX. Conditions of Approval/Reasons for Disapproval 3) ,,A, SYSTEM OWNER I Septic tank, effluent filter ano dispersal cell must all be serviced / maintained — plan provided by plumber /` `f as per managsetback 2. All setback re uirements must be maintaine ,�' Q2..G�'u�^ �t't" t W requirements as per applicable code/ordinances anti— than 8Il2 x 11 inches in size c SBD-6398 R. 01/03) t1Zr+ b �((��1r 05 03:03, HUBBELL EXCRVRTING INC RMA !tl c ry hv+,•e r /'� � �' , � S 1G � f P c .41 CGf tui«i 3-13 Wit n f3w2 r--<< 102 111wf/� 5w!/y S2� r2`6/ll /? l�� 5C,�tL2 go, Toter EL a,�.S, -a Weil T(f C)PY -75 -lw OS O9-,O3a HUBBELL E}{CRVRTING INC 488034 p- 4 l5w2 rLe IO2 /=1� c e S 7-4 p I Q C; :- SCuLe 5 _Tf ��hTovh /1&5 )2iu73 In Itcommercemi.gov isconsin Department of Commerce March 08, 2005 CUST ID No.221073 DARRELL K HUBBELL ST CROIX SEPTIC SYSTEMS N6490 US HIGHWAY 63 ST BELDENVILLE WI 54003 CONDITIONAL APPROVAL PLAN APPROVAL EXPIRES: 03/08/2007 SITE: Schawn & Nell Schradle 230th Street Town of Eau Galle Safety and Buildings 4003 N KINNEY"dRIEE RD LA CROSSE WI 54601-1831 TDD #: (608) 264-8777 www.commerce.wi.gov/sb/ www.wisconsin.gov Jim Doyle, Governor Mary P. Burke, Secretary ATTN: POWTS Inspector ZONING OFFICE ST CROIX COUNTY SPIA 1101 CARMICHAEL RD HUDSON WI 54016 Identification Numbers Transaction ID No. 1114037 Site ID No. 663107 Please refer to both identification numbers, above, in all correspondence with the agency. St Croix County NWIA, SW1/4, S21, T28N, R16W Lot: 3, FOR: Description: Proposed Three Bedroom Mound System Object Type: POWTS Component Manual Regulated Object ID �o:�66Maintenance required; 450 GPD Flow rate; 10 in Soil minimum deactor from original grade System(s): Mound Component Manual - Version 2.0, SBD-10691-P (N.01/01), Pressure Distribution Component Manual - Version 2.0, SBD-10706-P (N.01/01); Biofilter The submittal described above has been reviewed for conformance with applicable Wisconsin Administrative Codes and Wisconsin Statutes. The submittal has been CONDITIONALLY APPROVED. 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: • This system is to be constructed and located in accordance with the approved plans, and the "Mound Component Manual for Private Onsite Wastewater Systems Version 2.0"•SBD-10691-P(N.01/01). • The pressure network is to be constructed in accordance with publications SBD-I0706-P(NO1/O1) "Pressure Distribution Component Manual for Private Onsite Wastewater Treatment Systems - Version 2.0" and/or the sizing methods of publication "SSWMP Publication 9.6 Design of Pressure Distribution Networks for ST-SAS (01 /81)". • A sanitary permit must be obtained from the county where this project is located in accordance with the requirements of Sec. 145.135 and 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. • The area within 15 feet horizontally below the system shall remain undisturbed. Vehicular traffic or soil compaction in this area is prohibited. • 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. Access to the filter for cleaning must be provided per Comm 84 product approval conditions. Rowls COI1C> idol?.�[�v DARRELL K HUBBELL Page 2 3/8/2005 488034 • Comm 83.22(7) - A copy of the approved plans specifications and this letter shall be on site duriruz 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 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. • Comm 83.52(1)(a) - 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. Comm 83.54(1). • Comm 83.52(2) - A POWTS that is not maintained in accordance with the approved management plan or as required under s. Comm 83.54(4) shall be considered a human health hazard. 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 Safety & Buildings 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 to the owner and any others who are responsible for the installation, operation or maintenance of the POWTS. Sincerely, Gerard M. Swim POWTS Plan Reviewer - Integrated Services (608)-789-7892, Mon. - Fri. 7:30 am to 4:15 pm jswim@conimerce.state.wi.us cc: Leroy G Jansky, Wastewater Specialist, (715) 726-2544 Fee Required $ 175.00 Fee Received $ 175.00 Balance Due $ 0.00 WiSMART code: 7633 �034 MOUND AND PRESSURE DISTRIBUTION COMPONENT DESIGf ` , <pps INDEX AND TITLE PAGE Project Name: Schawn & Nell Schradle Owner's Name: Schawn & Nell Schradle Owner's Address: 350 Ace Av Clayton WI 54004 715 948 2110 Legal Description: NW1/4 SW1/4 S 21 T 28N R 16 W Township: Eau Galle County: St Croix Subdivision Name: CSM Vol. 14, PG. 4020 Lot Number: 3 Block Number: Parcel I.D. Number: 008-1061-20-400 Plan Transaction No.: 895970 Page 1 Index and title Page 2 Data entry Page 3 Mound drawings Page 4 Lateral and dose tank Page 5 System maintenance specifications Page 6 Management and contingency plan Page 7 Pump curve and specifications Page 8 Plot Plan Page 9 Zoeller Quik Box specifications Page 10 Drainage Detail Designer: DARRELL HUBBELL License Number: Date: 02� pp Phone Number: Signature: LCcly l Rra MPRS 221073 715 273-6360 Designed Pursuant to the Mound Component Manual for POWTS Version 2.0 SDB-10691-P (N. 01/01), and SSWMP Publication 9.6 Design of Pressure Distribution Networks for ST-SAS (01/81) r---, w a 1 %%J V C U Version 4.0 (R. 04/03) DEPARTMENT OF COMMERCE Pagel of 10 DIV1S10 F SAFETY AND BUILDINGS r SEE CORRESPONDENCE 488034 Mound and Pressure Distribution Component Design Site Information R Residential or Commercial Design Note: Sand fill (D) calculations assume a 300.00 Estimated Wastewater Flow (gpd) Table 8344-3 in -situ soil treatment for fecal 1.50 Peaking Factor (e.g. 1.5 = 150%) coliform of - 36 inches. 4­50-05-01 Design Flow (gpd) 10 FAO Site Slope (%) 99.50 Contour Line Elevation (ft) 8.00 Depth to Limiting Factor (in) A( t v ti L d (Pf 1� 10 �v S e'4 fi- 0 n c ve * 5(° 0.50 In -situ Soil Application Rate (gpd/ft2) 1 Distribution Cell Information 90.00 Dispersal Cell Length Along Contour (ft) = 5.00 Cell Width (ft) 1.00 Dispersal Cell Design Loading Rate (gpd/ft2) 1 Influent Wastewater Quality (1 or 2) Are the laterals the highest point in the distribution Y Pressure Disribution Information network? c Center or End Manifold 2-5-01 Lateral Spacing (ft) If N above, enter the elevation (ft) 4 Number of Laterals of the highest point. 0.156 Orifice Diameter (in) (e.g. 0.25) 2.60 Orifice Spacing (ft) = 6.25 ft2/orifice 2.00 Forcemain Diameter (in) 150.00 Forcemain Length (ft) Does the Forcemain drain back? y 80.00 Pump Tank Elevation (ft) 4.55 System Head (ft) x 1.3 21.67 Vertical Lift (ft) 4.67 Friction Loss (ft) 30.89 Total Dynamic Head (ft) 24.47 Forcemain Drainback (gal) 56.42 5x Void Volume (gal) 80.89 Minimum Dose Volume (gal) 38.77 System Demand (gpm) Lateral Diameter Selection Manifold Diameter Selection options choice in. dia. options choice 1.25 x 1.50 x x x x 2.00 x j 3.00 x x in. dia. 0.75 1.00 1.25 1.50 2.00 3.00 Gallons/Inch Calculator Treatment Tank Information Total Tank Capacity (gal) 1000.00 Septic Tank Capacity (gal) Total Working Liquid Depth (in) WIESER CONCRETE Manufacturer gal/in (enter result in cell B49) Dose Tank Information 650.00 Dose Tank Capacity (gal) 17,po Dose Tank Volume (gal/in) WIESER CONCRETE Manufacturer Effluent Filter Information Zabel Filter Manufacturer A100 Filter Model Number Project: Schawn & Nell Schradle Page 2 of 10 Mar 08 05 07: 38a HUBBELL EXCAVATING INC 488pp4. 2 Mound Plan View 0 L Mound Component Dimensions A 5.00 ft EEj in H 1.00 ft K 13.00 ft B 90.00 ft Fin 17.60 ft L 116.00 ft D 28.00 in Gft J 8,50 ft W3 �, j0 ft 450.00 (ft2) Dispersal Cell Area 203+ .0o (ft`') Basal Area Available 5.00 (gpd/ft) Linear Loading Rate 9.00 (ft) 1J10 B Obs. Pipe Placement Mound Cross Section View Aggregate Dispersal Area Finished Grade 103.60 (ft) Shading Key Q Topsoil Cap Subsoil Cap © '1 ASTM C33 Sand ® F-7 Tilled Layer ❑5 = Aggregate a ,a 1.5 ft Dispersal Cell 0 w p r �5 O v y 0.5 ft Typical Lateral Project: Schawn & Nell Schradle G 1 1 itGeotextile Fabric Cover See lateral details on Page 4 for number, size, and spacing of laterals. F Laterals are equally spaced from the distribution cell's centerline in the distribution cell (AxB). Page 3 of 1 o I 488034 Center Connection Lateral Layout Daigram Force main connection via tee or cross to manifold at any point. I P i=Turn-upwtballvalve or �X cleanoutplu0 Holes drilled on the bottom of the lateral. Number of Laterals 4 Lateral Diameter 1.25 in Lateral Length (P) 43.75 ft Lateral Spacing (S) 2.50 ft Lateral Flow Rate 9.69 gpm System Flow Rate 38.77 gpm Total Dynamic Head 30.89 ft Laterals are identical S AL Laterals & force main of PVC Sch 40 per COMM Table 84.30-5 Orifice Diameter 0.1561in Orifice Spacing (X) 2.50 ft Orifices per Lateral 18 Orifice Density 6.25 ft2/orifice Manifold Length 2.50 ft Manifold Diameter 1.50 in Forcemain Velocity I 3.96 ft/sec Dose Tank Information Locking cover with warning label and locking device and sealed watertight Electrical as per NEC 300 and Comm 16.28 WAC Disconnect 4 in. min. Tank component is properly vented Alternate outlet location Forcemain diameter WIESER CONCRETE Manufacturer 2 in. Ca acit 650.00 Gallons _� Volume 17,00 gal/inch A Weep hole or anti - Dimension Inches I Gallons I B siphon device A V,00 37K•00 B 2.00 94.0d C Pump off elevation (ft) _ C 6,00' Wa-coo, 80.67 D D Total 3$.00 550.00 il Dose ank elevation (ft) 3" Bedding under tank. 80.00 Alarm Manuafacturer Zoeller Quik-Box Alarm Model Number 10-0053 f p � JG f t o N s Po �2 N,N) cJG1(0N 1 i�ru h bli CK Pump Manufacturer ZOELLER Pump Model Number 140 77, 573 9wt 1G.,5 0 J Pump Must Deliver 38.77 gpm at 30.$9 ft TDH -5-, 9 oc, 5c'5/({a y Project: Schawn & Nell Schradle Page 4 of 10 488034 Mound System Maintenance and Operation Specifications Service Provider's Name Darrells Septic Phone 715 425-1025 POWTS Regulator's Name Pierce County Zoning Phone 715 273-6747 System Flow and Load Parameters Design Flow - Peak 450 gpd Maximum Influent Particle Size 1/8 in Estimated Flow - Average 300 gpd Maximum BODS 220 mg/L Septic Tank Capacity 1000 gal Maximum TSS 150 mg/L Soil Absorption Component Size 450 ftz Maximum FOG 30 mg/L Type of Wastewater Domestic Maximum Fecal Coliform >10E4 cfu/100 mL Septic and Pump Tank Effluent Filter Pump and Controls Alarm Pressure System Mound 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 Comm 84.30-1, have a watertight cap, and are secured in as shown in the mound component manual. 2. Dispersal cell aggregate conforms to Comm 84.30 (6)(i), Wis. Adm. Code. 3. All gravity and pressure piping materials conform to the requirements in Comm 84, 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. Project: Schawn & Nell Schradle Page 5 of 10 488034 Mound System Management Plan Pursuant to Comm 83.64, Wis. Adm. Code General This system shall be operated in accordance with Comm 82-84 Wis. Adm. Code, and shall maintained in accordance with its' component manuals [SBD-10691-P (N.01/01) and SSWMP Publication 9.6 (01/81)j 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 Comm 83.33, 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. Continaencv 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. Project: Schawn & Nell Schradle Page 6 of 10 Mar 07 •05 09:03a HUBBELL EXCRVRTING INC 488084 4 a A/eu.I !jilwGY/-L)Le , 11 11?,I s} t L D t e c,1 -4 1 0— 3 0 rl- s':,,..,, d 4u w '/u 5 r/-� Y-2 J T 2 Sc�Ge r' _ 3o° o" 5 488034 zk1dzITr /—LYdB"g �NCE /,93� SECTION: 4.10.117 FM1420 �? 0903 [here uct information presented \ ® Lam% Supersedes reflects conditions at Gme publication. Consult fac- �' 0901 ry regarding discrepancies or inconsistencies' _ MAIL TO: PO. BOX 16347 • Louisville, KY 40256-0347 visit Our web Site: SHIP TO: 3649 Cane Run Road • Louisville, KY 40211-1961 httpJ/www.zoeller.com (502) 778-2731 • 1(800) 928-PUMP • FAX (502) 774-3624 Zoeller Qwik ox >. .wrol and :.. Yarm _ tl ■ ��Ar 8' CRAFT The Qwik-Box is a junction connection box designed for easy hookup of pumps and alarm systems used in septic effluent, sewage, or dewatering applications requiring a connection outside the building or residence. The Qwik-Box eliminates the need for junction wiring boxes inside sewage and septic tanks, and consists of UL Listed components. The sealed receptacle also eliminates the need for a separate outdoor disconnect. The pump and piggyback float control switch plug directly into the sealed receptacle. The plug and receptacle meet all require- ments of the National Electrical Code for a disconnecting means for fractional horsepower motors. The sealed enclosure meets requirements of the National Electrical Code and simplifies removal of pump and float control switch for service or repair. The Qwik-Box allows you to open the cover and have the pump unit serviced with no high voltage exposed. STANDARD FEATURES No need to cut plugs off. Sealed watertight enclosure. Available in 115 Volt or 230 Volt design. Corrosion resistant PVC construction. Easy hookup of indooralarm with terminal strip exposed for low voltage wiring. Rated for NEMA 4X. Incoming power and alarm cable are perma- nently sealed. Epoxy seal kit included. Gas -tight rubber seal for pump and switch cables. �auua� i i � h Optional indoor tank alert alarm with silence OPTIONAL COMPONENTS switch and LED indicator. Installation and wiring instructions included. 1. Watertight LB conduit box2. Receptacle terminal plate Meets NEC requirements for a Disconnect. 3. Cord seal Pumps and/or alarms wired -in or connected in the field 4. 5. Pump control switch Alarm must be installed according to the National Electrical 6. Alarm float switch Code (N.E.C.) by a qualified licensed electrician. 7. Epoxy seal kit. ASSEMBLY P/N DESCRIPTION COMPONENTS 10-0566 Qwik-Box - 115V - 1 Ph - 15 amp Receptacle/13 amp Piggyback Switch/Sealing Accessories 1,2,3,4,7 10-0568 Qwik-Box - 115V -1 Ph - 15 amp Receptacle/13 amp Piggyback Switch/A-Pak/Sealing Accessories 1,2,3,4,5,6,7 10-0579 Qwik-Box - 115V - 1 Ph - 15 amp Receptacle/Sealing Accessories 1 2 3 7 10-0592 Qwik-Box -115V -1Ph -15 amp Receptacle/A-Pak/Sealing Accessories 1,2,3,5,6,7 10-0567 Qwik-Box - 230V - 1Ph - 15120 amp Receptade/l3 amp Piggyback Switch/Sealing Accessories 1,2,3A7 10-0569 Qwik-Box - 230V - 1Ph - 15120 amp Receptacle/l3 amp Piggyback Switch/A-Pak/Sealing Accessories 1,23,4,5,6,7 10-0580 Qwik-Box - 230V - 1 Ph -15120 amp Receptacle/Sealing Accessories 1,2 3 7 10-0593 Qwik-Box - 230V - 1Ph - 15120 amp Receptacle/A-Pak/SealingAccessories 1,2,3,5,6,7 10-0576 Qwik-Box Sealing Accessores/A-Pak Zoeller Qwik-Box PumpControl and Alarm. HOSE CLAMP SPLITCORDWALL Cot PUMP THIN WNLCORDUIT-�__-CpRTROL SWITCH ALARM SWITCH / ` WATERTIGHT GASKET USE TO SEAL ' REMAINING HOLE(SI IF PEOUI ED. �, � COVER POWER RECEPTACLETERMINAL PLATE ALARM HOSECLMIP —� — BED A �— HOSECLAMP SPLIT CORO SEAL RAMP FLOAT CONTROL RAMP CONTROL SWITCH ROSE CLAMP ALARM.. THIN WALL PVC CONDUIT SWITCH COVER USE TO SEAL IF REQUIRED. ff REQUIRERED. . _ / ALARM ALARM GASKET-J CABLE i IW TAN. FROM CENTF_RLPE OF HOLE THIRDRECEPTAG ElrERMINA -� f TAlt'A' RISER TO INSIDE SURFACE OF COVER --- -PLATE POWER CABLE DETAIL W - PUMP FLOAT 70ELLER 24' DIA. SEPTIC TANK RISER AND LID QWIK-BOX DETAIL"A' z PVC 00NDU T AND ELBOWS SUPPUEDBYOTHERS L _ 1= HIGH WATER 1r MIR OR PER STATE AND LOCAL CODES ALARM ALARM CABLE —_ POPPER CABLE - RW CABLE, SUPPLIED BY OTHERS FROM POWER SOURCE.) CIRCUIT BOX ALARM FLOAT CONTROL SK1537 ZOELLER 24' DIA.. j SEPTIC TANK RISER AND LID QVVIK-eax 2" PVC CONDUITAND +s' ELBOW SUPPLIED BY OTHERS e 1B'MINORPERSTATEANDLOCALCODES HIGH WATER ALARM4 ,l ALARM CABLEz � ...-.._ POWER CABLE — (UF CABLE. SUPPLIED BY OTHERS s FROM POWER SOURCE) *� - ! CINCtN7 BOX I J14 ALARM FLOAT CONTROL SK1585 ASSEMBLY PIN VOLTAGE QWIK-BOX ALARM & FLOAT SW PUMP CONTROL SW CORD SEAL EPDXY SEAL KIT SEAL TAPE 10-05680) 115V 010142 10-0053 10-0034 010081 008897 010079 10-0569(') 230V 010143 10-0053 10-0035 010081 008897 010079 10-0566(') 115V 010142 N/A 10-0034 010081 008897 010079 10-0567(') 230V 010143 N/A 10-0035 010081 008897 010079 10-0579(') 115V 010142 N/A N/A 010081 008897 010079 10-0580(2) 230V 010143 N/A N/A 010081 008897 010079 10-0592(2) 115V 010142 10-0053 N/A 010081 008897 010079 10-0593(2) 230V 010143 10-0053 N/A 1 010081 008897 010079 (1) For use with pumps rated 112 HP, 115V, 13 AMPS or 1 HP, 23OV, 13 AMPS. (2) For use with pumps rated 13-15 AMPS, 3: HP. 115V or 13-20 AMPS, 2 HP, 23OV, order switch separately. See FMO477. (Pumps must have 15 amp plug cap to be used with piggyback switch.) 488034 D eTa ►' L. o � {� i-a ►' h a� e T'�eh � h -t 8erw►ecl ro Cov►tj-0il SurftaLe r"' o'o� �J F-xCu va -red 2y„ T4 �brr 71(� 1' Fa e � rr 12 wuShe�t, o,-k Gr ryro1nk i- G ovy�-j 2 G r rye F dam fled _ DYOI'h Tl't es Venc�ai0! VeriF"e4 w►l'i Lekay yojgk l'et.g-e I9 Otte Owner/Buyer ST. CROIX COUNTY SEPTIC TANK MAINTENANCE AGREEMENT AND OWNERSHIP CERTIFICATION FORM T u t e 5 /1q c4 I- /-" ki E,BUD] L! Mailing Address 1 g 3 s Q v e b e c K AVe S L ciKe L a n d M N 6!5-Oq3 Property Address ',, 3 3 ' 2 � O 1A 57- (Verification required from Planning & Zoning Department for new construction.) / 1 City/State ,7n w ( Parcel Identification Number U 0 S --10 6'1 a2 yGa l 3/`4q -�J LEGAL DESCRIPTION Property Location 414/ '/4 , 5W '/4 , Sec. 2 / , T 2 q N R 16 W, Town of Ea &, 6 a ll C Subdivision N 14__J , Lot # 3 Certified Survey Map # 6- 3 6- '7 5. - -,Volume / Ll , Page # y0 2 0 Warranty Deed # (Y 13 Y�-1 , Volume 213g , Page # Spec house yes 0— Lot lines identifiable (�9 no SYSTEM MAINTENANCE AND OWNER CERTIFICATION l/D Improper use and maintenance of your septic system could result in its premature failure to handle wastes. Proper maintenance consists of pumping out the septic tank every three years or sooner, if needed, by a licensed pumper. What you put into the system can affect the function of the septic tank as a treatment stage in the waste disposal system. Owner maintenance responsibilities are specified in §Comer. 83.52(1) and in Chapter 12 - St. Croix County Sanitary Ordinance. The property owner agrees to submit to St. Croix County Planning & Zoning Department a certification form, signed by the owner and by a master plumber, journeyman plumber, restricted plumber or a licensed pumper verifying that (1) the on -site wastewater disposal system is in proper operating condition and/or (2) after inspection and pumping (if necessary), the septic tank is less than 1/3 full of sludge. I/we, the undersigned have read the above requirements and agree to maintain the private sewage disposal system with the standards set forth, herein, as set by the Department of Commerce and the Department of Natural Resources, State of Wisconsin. Certification stating that your septic system has been maintained must be completed and returned to the St. Croix County Planning & Zoning Department within 30 days of the three year expiration date. I/we certify that all statements on this form are true to the best of my/our knowledge. I/we am/are the owner(s) of the property described above, by virtue of a warranty deed recorded in Register of Deeds Office. Number of bedrooms SIGNATURE OF APPLICANTS) DATE ***Any information that is misrepresented may result in the sanitary permit being revoked by the Planning & Zoning Department. *** Include with this application a recorded warranty deed from the Register of Deeds Office and a copy of the certified survey map if reference is made in the warranty deed. (REV. 08/05) j,\V� "Cw 488034 J_.2938P 110 STATE BAR OF WISCONSIN FORM 2 - 2000 DocumentNumber I WARRANTY DEED This Deed, made between Shawn Schradle and Nell Schradle husband and wife Grantor, and Jules Martin nd Lacy N. Larson husband and wife as survivorshiD marital property Grantee. Grantor, for a valuable consideration, conveys and warrants to Grantee the followine_described real estate in St. Croix County, State of Wisconsin (if ►uorl--space-is needed, please attach addendum): LOT THREE (3) OF CERTIFIED SURVEY MAP IN VOLUME_ FOURTEEN (14) OF CERTIFIED SURVEY MAPS, PAGE 4020, AS O15CUMENT NUMBER 6955, FILED IN ST. CROIX COUNTY - fMVTSTER OF DEEDP_ W11 E ON JANUARY 17, 2001, BEING LOCATED IN THE NORTHWEST QUARTER OF THE SOUTHWEST QUARTER (NW 1/4 OF SW 1/4) OF SECTION TWENTY ONE (21), TOWNSHIP TWENTY EIGHT (28) NORTH, RANGE SIXTEEN (16) WEST, TOWN OF EAU GALLE. Subject to 230" Street right of way. Ei13441 KATHLEEN H. WALSH REGISTER OF DEEDS ST. CROIX Co., WI RECEIVED FOR RECORD 12/05/2005 09:00AN WARRANTY DEED EXPIPT it REC FEE: 11.00 TRANS FEE: 2,46.00 COPY FEE: CC FEE: PAGES: 1 Recording Area Name and /Return Address 4'4)e/V;3 . ill 008-1061-20400 Parcel Identification Number (PIN) This is not homestead property. (is) (is not) Exceptions to warranties: easements, restrictions and rights of way of record, if any. Dated this .36N}hday of November. 2005. * * AUTHENTICATION Signature(s) authenticated this day of BAR OF WISCONSIN ur rrut, 'Qi�—' CHARLME A. LARSO authpO%e rev §7. .06, Wis. Slats.) Notary Public THTN IS SIRUMENT WAS DRAFTEDSS i�V Wisconsin Joseph D. Boles - Attornev at Law River Falls, WI 54022 (Signatures may be authenticated or acknowledged. Both are not necessary.) * Names * Shawn Schradlp * Nell Schradle ACKNOWLEDGMENT STATE OF WISCONSIN ) ) SS. PIERCE County. ) Personally came before me this 304A day of November , 2005 the above named Shawn Schradle and Nell Schradle to me known to be the Derson(s) who executed the foreeoine instttlr and acknowled¢ed same. Notary Public. State of _VV My Commissio��lm�ne t. (If not. state expiration date: rrJJ .) signing in any capacity must be typed or printed below their signature. INFO -PRO (800)655-2021 www.infoproforms.com STATE BAR OF WISCONSIN WARRANTY DEED FORM No. 2.200D =cn- 07C3 0 W N39=1 . >< �//�� mJ En [Jl ~C.0 w t= K C .W. W' OCC�Q Ix cn Cfrlf/f0 MA{f!' M? Located in the MW 1/4 of the SW 1/4 of Section 11, T 28 M, R 16 W, Town of Eau 6alle, St. Croix County, Wh omin. Prepared for Arthur Batho EAST 1.1'4 COR. APPROVED SECTION 2/ ST. CROIX COUNTY 488034 �L4econ („ F'ILIED 6 JAN 1 7 2001 ► KATHLEEN f f �yq�� Q Rvwster of � ti Planning Zonim^--. ^--•- _ _,,,, 'Ae O O JAN 1 7 2001 BEARINGS REFERENCED TO v — — — — — — — — THE WES T L /NE OF THE 1lgotrecpil" wjcrpf,suoaysof I SW //4 OF SECT/ON 2/ ASSUMED AS NOO'00'00"E- J • ' • *Prova'1 datf3-aPPyOval shall be i i_' WlVvojd O • /���f� ,.'1 a n�le��`-, � � N <> O E-CIE N® W ;z 1 O CX 24" IRON PIPE SET WEIGHING t�j i /. /3 LBS. /L INEAL FOOT F • FOUND /" IRON PIPE W 1` � 1 � FOUND COUNTY MONUMENT 'LA SOIL BORING 5/7 ct M I N � Z O Q 1 1 3/4. 86' /O/. 63' 233. 24' c _ 1. 334. 87, i 1 �. 207,534 SOFT. 207, 534 50. Fr OR OR 1 4.764 Ac. o h .764 A. /NCL R/W O INCL R1G O O Y v . o Q m nor i b N ° LoT z tp 41 I 294. 08' 1 1 q 207,534 50. FT. N e OR ,^ b 4, 764 AC. to O INCL. R/W bbLOT-3 h q y� 197,141 50. FT. /97, 769 SO. Fr /96, 50. Fr. to OR 3 W OR = 7 OR N 66' Ip O 4. 526 AC. � p 4. 540 AC. b' 4. 5// AC. to ti O EXCL. R/W H N EXCL. R/W q EXCL. R/W e e ^I b 0 o I 100' z M SETBACK =` L/NE O —-1 WEST I/4 0 * l _ NOO4 00'00"E 944. 63 i0 —.— COR. SEC. 2/ b h '� r'�X3/4. 66' 296. BB 1 332. l - _ - .Y .1G- 334.86' - — C/L 23 STREET IO O O l0 �O Q. —' I SW COR Z SEC_ 2/ I /640. 46',( NOo^ 00, 00" E z65/. /6' — a .:R e£aT 1•' 6. AOBfAT I/lffffRl AHD AIIDI/ATfI, /h'C "N 14a AAW, lfifffTAW)W - P a sc VA .•' oQ' w o sua A/fff I of I 0 1 '2- 0 Voi.i4 Page 4020 Nvisconsin Department of Commerce October 2, 2003 CUST ID No.224832 ATTN.• POWTS Inspector - Safety ildings KINNEl 4003 N �MILEE RD LACROSSE WI 54601-1831 TDD #: (608) 264-8777 www.commerce.state.wi.us/sb www.wisconsin.gov Jim Doyle, Governor Cory L. Nettles, Secretary ZONING OFFICE MARY JO HOLLISTER ST CROIX COUNTY SPIA W9875 690TH AVE 1101 CARMICHAEL RD RIVER FALLS WI 54022-4011 HUDSON WI 54016 CONDITIONAL APPROVAL PLAN APPROVAL EXPIRES: 10/2/2005 Identification Numbers Transaction ID No. 895970 SITE: Site ID No. 663107 Arthur & Sharon Batho Please refer to both identification numbers, 230th Street above, in all correspondence with the agency. Town of Eau Galle St Croix County NW1/4, SW1/4, S21, T28N, R16W FOR: Description: Seasonal Soil Saturation Determination Object Type: Soil Saturation Determination Regulated Object ID No.: 915008 The submittal described above has been reviewed for conformance with applicable Wisconsin Administrative Codes and Wisconsin Statutes. The submittal has been CONDITIONALLY APPROVED. The owner, as defined in chapter 101.01(10), Wisconsin Statutes, is responsible for compliance with all code requirements. The following conditions shall be met during construction or installation and prior to occupancy or use: • Approval is hereby granted to use the groundwater levels observed during the study as the high groundwater level in lieu of the depth to soil mottling for designing soil absorption systems in accordance with chapter Conan 83, Wis. Admin. Code. The groundwater elevation monitoring data was submitted in accordance with section Comm 85.60(3), Wis. Admin. Code. The results in this study indicate that there is 10 inches of unsaturated, natural soil above visible high groundwater in the tested area 9 The approval shall remain valid unless the site or sites are altered in such a way that the depth to groundwater would change or if groundwater is observed for seven consecutive days at depths less than three feet below the infiltrative surface. • This approval is only for the depth to seasonal soil saturation on the site noted above. Each individual lot that is developed must obtain a sanitary permit according to chapter 145, Wis. Stats. and chapter Comm 83, Wis. Adm. Code. In granting this approval the Division of Safety & Buildings 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. ConditionaMY A r F KGV L. MARY JO HOLLISTER Page 2 10/2/03 488034 Inquiries concerning this correspondence may be made to me at the telephone number listed below, or at the address on this letterhead. Sincerely, Gerard M. Swim POWTS Plan Reviewer - Integrated Services (608)-789-7892, Mon. - Fri. 7:30 am to 4:15 pm iswim@conunerce.state.wi.us cc: Leroy G Jansky, Wastewater Specialist, (715) 726-2544 Arthur Batho Fee Required $ 100.00 Fee Received $ 100.00 Balance Due $ 0.00 W SMART code: 7633 488034 PRIVATE ONSITE WASTEWATER i cau,cy Wisconsin TREA77ANT USTEMS (POWTS) Department of Commerce eleDi X SeMy end 9ulWings DNSATURATION DOWMNATION REPO jelon SOIL RT PO Sax 7162. Madson, WI 63707 Pursuant to a-. COMM Parvel Tax No' 8480 (3), Wis. Adm. Cade OENERAL-INFORMATION pag_lpbt-z0_�tflo Fsssa+.l inforssatioa ma be uaad for scow Advao a 15.04 1 m Property Owner's Name: Owrw'e Addraw: AKTIA L12 k SHtt+C.b4 13)Xrlio W 1519 3-50k\JF. RuM ej-tY 5y17G 1 3 I O City ❑ village Town of. F—,AU to LL E' U000malon I CSM Name' CSM VDL.IkAl PG.1-IOZQ Monl1or1ng2:0n0:qaOW—Bo�-�ticn(oA p(B C103 OHSFRVEn WATER 9 Gout. Lot NW 1/4, 5H4 1/4.S Z1 ,T Zg N,R I(,.K/1N fTDP ,6 ' /''PVC P1PE $ ` ABOVe GKDunfb St,tRFAcl�- TIONS FT OBSERVATION PIPE ELEVATION nA OBSERVATION DATE OBSERVATION J' OBSERVATION PIPE NO: _ �! PIPE NO: Z OBSERVATION PIPE NO: 3 0 D ► -5 ' 0 0. 001 8 t).5 0. 00' 0.00' 0: w I 0 3 0.00' 0.00, o.uol o zq Z 03 11 Z5 0 .Z-5 04 05 03 0.2-'0 0.2-5 0,75' 1 3 0.00' 014411' 0,g3 0 3 4.08' I 0.00' 0.v0' OS 3 0,00' 0.00' 0.17' 05 0 1.0d'. I,OS s 3)JD5 0. D / 0.00' 0.00' TA IFT1 Off' PIPE TOP OF GRADE BOTTOM GRADE EL NUMBER PIPE AT PIPE OF PIPE MINUS BOT OE PIPE EL IV z51 - �I3 QY 0 I Q5.Y3' COMMENTS 1 CONCLUSIONS _A LUrJ6 &jauL L t- an CIDULiJ 8£ _RAJ S� A l L�LA V l 1 H i p} H E (AFFEI0, Z �11 p 1= 5 (PI Rc -0 { L:r t `I TtiI= RE-ADt kY 1 D `R7 c:�►�vu ��� _Wfll;L—R IN �OTN Tt10SE �t pES. MONTHLY DATA Station(s) Precipitation I Data Obtained From: $AL DW i Ai MiAS-fE W A-j,,eg-j-g,--A.-r A ErT plat 5e t Oct Nov Total Amount Sept - Feb (Need 8.5 inches): M MN ZD I-10 L LA srE?e, �1T � Month) Precl itat1cn Amo!F:e in Dec Jan b Mar .71 '13 .4 . g� /y 13 inches I Total Amount Mar - May (Need 7.8 inches) csT Addreea: -- 3t1D1z Wq�75 bQ0"�i}vE.� Rtveje,FA LLs, "-u� $}4t-DwINi wr r May inches CST Telephone: 715)42b-1'7—,i5' i -illyCa i Z14I? ai nurnwr. �U I—�O' 07-�3 -- --- __. - form Is required to be eubmltted pursuant to s. Comm 95.00 P)Oj, Me. Adm. Code. Failure to complete this form may vault in denial of the d Informetion to be submitted In addftlan to this form Iroludse, but is not Nmited to: Dft on arthfidd &* e t c ems°' requvei regional webr b"s informedon, ddy preolpits0on totale for Febru th 'a o npWed Sol and Sits Evaluation Report (88D 8330). on observakri sry 9h M*y, am previous site specific obeervatlon rseul4, governments! unit or depsir ment reports PO* construction a rvtter )Ovals, and a site plan shovdn9 observsMfon pips locedons. M htfortnakri must be subMaad **tin 90 days of the corrvetion of obsarvafions. When more than Mw (3) dnervs0on pips$ e s Installed. uss Papa 2 of this ham to report obserredon dent, resutb, and cwwon! /condusions. 380-0/ 12 R. 0N01 ) a S -1 Aj E Y Pape I of Z XaeA— SEE CORRE PONDENGE State of Wisconsin I Department of Commerce Saf6tj & Buildings Division Bureau of Field Operations Inspection Date Name of Premises Master Plumber Name and Address Journeyman Plumber/Soil Tester Owner's Name and Address INSPECTI REPOR� N CEIVED APR 0 4 2003 Personal information you provide may used 66hdalywyjpppps I Address or Legal Description VFifghip Leroy G. Jansky Department OWWmerce q, 13 E. Spruce Street ppewa Falls, WI 54729 (715) 726-2544 GALLE- master Plumber Firm Name and Address Licensed Person's Name(s) and License Number(s) Law, s.15.04(1)(m)]. I County Plan I.D. No. Sanitary Permit No. I iM T1 7 �j 5 T-E_ M, C—t4t Pipe- ir,)sT4k.-"Qfj pl,4ecsmtpj - r A,(L ptp��PP-,dP6kL I A4Q0 1-D C,4-415.r-, -TiTt�- 0 0 0 (:) 1) IZ-1 -* 4W -m4> or- falpt-z . r-A:M �>IL TIW�5 P%Pt- \xjA3 VjT f A&LE VAZ6UT 'A OF f44iw- A� FujL 01= u 7 -v-o- THT, TVIF t= tL4K-�+ Pipe- 5140�LD 6L —5'4T- 7-0 -7 P) -5 / tJ 5 (19,-- iC� t:-Lt��V4:T'NL-t,J .5 A-r 43-L51,0 Page 1 of Signature of Responsible Licensed Person (only one needed) Check all Signature of Plumbing Consultant/Private Sewage Consultant Original: Copiesto: (thatapply 192(R.12/96) District 0 S&B OPlumber 0Owner 0 County/Local Insp. 0 Other,---."/ �Plo ` PRIVATE ONSITE WASTEWATER 'Visconsln TRE.*T*Vt awSTEMS (POWTS) Department of Commerce 8&,Wy end ev0Winge DM.bn SOIL SATU"MN TION REPORT Po"7162. Maeaon. WI 63707 - Pursuant to a. Comm 8�8D ( ), Wi> rAdm; Code _.., ' -avx GENERAL -INFORMATION Peesonat infonnatiae air me be used for secoa Bdv.o t. 1 .04 1 m property owner's Name: Ownee's Addr* l L �� rrjj.] AKTRixe-SNA1cA�1 gf4'tW0 W 1S"7q 33D 4_1 �LuM C11�i, U13 Lot Number. 91odc Nunber. . -30 City 0 Village �Towr1R)t� ��(,l C vAL . CSM Y ot_, iU, PC_ . L o z-D likinh BM Elevrution (ft): oA p(8 ❑C 103 q8' _ ^nacovrn WATER JFt F:vA sr. e tiep� X Parcel Tax No: MS-10toI_Z0-4°0 5LA b t Govt. Lot — NW 1/4. SW 1/4, S 2 1 ,T Z$ N, R I Ge Xl W BAA Deaortpoon: TTaP OF /"loyc pips- g" ABOVE G§WUIJD SURFACE: eia tryl OBSERVATION PIPE ELEVATION DATA FT OBSERVATION OBSERVATION OBSERVATION I OBSERVATION a DATE PIPE N0; _J_ PIPE NO: z PIPE NO: 0,0011 .00 3 p. 00 0.00' O.001 0 3 0.00, 0.00' 0.00' z� b 0.00 0,25' 0•13' p y Zq p3 1, 25 0 .Zs' 0 .8 3' opt 05 075 0 • 2.0 0 . z5 ' D,'75' 1 3 0,00 0,i-IZ' O, -_ 0 q 1. Do 17' a D . 0 S' 0.00 0.00 05 3 � 0.00 " 0,00 6.17 05 0 l .OBE 1.O S 1.X os 0.33' •00' b.00 5 z- J4 b_-� 0' p.00' 0.00' s 31 36. OBS' TOP OF GRADE BOTTOM GRADE EL US OEL 'PIPE NUMBER PIPE AT PIPE OF PIPE 1 0 �P PE a4.r,3' 74c' �# Z yy. 65 47.23' .5 2.0 q5. Y3' COMMENTS ! WNk;Lu0lufva _A t-ti AnnLW'D Sxs1-EA CQULo (11P�S (PIPc--OrI � �2�• TtAC t?E:Auw W-I 1� IN s3DT MONTHLY DATA DATA Stations) Precipitation I Data Obtained From 'BAzDWIn✓y�isi�w �' -�� T�L1 iJT PL-2 "I r Dtt..DW(AJ Monthly Precipitation Amounts In Se i Oct Nov Dec Jan Feb Mar r May (ol b.5- 03 .2q 1 .13 .y9 .% Z 59 6 t? Inches Total Arrtounl•Mer • Mey (Need 7,B inches): q (� g inches Taal Amount Sept -Feb (Need 8.5 inches): /y 13 Z CST Telephone: CST Name (Prinl): CST Address: ��02 015 4�b-17 /V1Ate`( Z0 110t_U S� F W9`�'►5 bra �;u6. R\ve F I LDS, wu >S CST Credential Number, Date of Slgrw ure' CST Sigrvturo GYM-zL-03 -- _22483Z derJd of the d request This form it required to be submitted pursuent to t. Corm S5.So pjj), Ms. Adm. Code. Failure to complete this form 9dt resuilt inend Sit@ Evdueof t Regort (38D B3e IMormwimon to be subrnitlod in eddttlon to We form InclUdee, but It rwt limited to: Data on dtde drainage,dfc oburyresults, paammenM unit or department reports nglond wruter table irdorrne8on, daily precipitation totals for plan gho through May, any pryyia ��� �netlon must be suorn eed whhin 60 deys of the completion of on observation pipe eonetruetion or water Iwrals, sxxl a sib prep etwwing obwrvetlon pip observabont. When more than three (3) observadon pipes ere Insured, use Page 2 or Ws form to report obsarsation dubs. reeulb, and commeMticonduniont. Page i _ of Z SBD-6412 ( R. 0" 1 ) 0 r f 488034 I SOIL SATURATION DETERMINATION REPORT OWNER: _381tiO,, AK-Tt+Y j 3"KOA3 PARCEL TAX NO.: 00g- - z0-LM{ L,t r 1 OBSERVATION PIPE ELEVATION DATA OBSERVATION TOP OF PIPE GRADE AT PIPE BOTTOM PIPE NUMBER OF PIPE GRADE El MINUS BOT OF PIPE EL 7t, ' 9 �'• 3' i ' 3, oS' #S a3.92' ^7. OBSERVATION vLI%l OBSERVATION - v vvr%I I FX L.a.bn,/...v.... OBSERVATION OBSERVATION OBSERVATION OBSERVATION OBSERVATION ' OBSERVATION PIPE NO: PIPE NO: PIPE NO: PIPE NO: PIPE NO: PIPE NO: PIPE NO: DATE 5 .00 3 0v 03 0 •oo' a. 00 ' s 0 0.00' .00 ` .00' 03 22— 03 O.Oa I 0 o-5 oti r d3 D.00' 1.ov' Dq 2•(,,7 `f :2 o_3 6,00 ' Ds ro 03 7.5v, 0.1'3 { 3 (.z� 0.0C COMMENTS 1 CONCLUSIONS 36D-6412 ( R. 0&01 ) P"a 2- of Z 488034 RECEIVED 10��151 e�'S �Ol� TeSflnC� FEB 2 0 2003 sT cROIX -0LNI logy Jo l7olli�ter ZOING OFFIE W9875 690th Avenue Diver Folly, W i5con5in 54022 17�4 zo. 03 J 488034 f Aal.g f pP.Opt=m cm, k: 2�T -V H LL ti 020, - �� 5O1L DOING W/ Dff, ?a NO COMM 83 5EO3 CK PRMEM5 O= OY,S'Fp.-)A-N%'-)A) -p\eES XAYSTA t�E R co" $5. 60 ,A W WASH" r EtJt�'f BAN=Y S I SrJa� �1��Efz sP�t-�AuST } 1 j �o e - Pam' (2) ' \ !v I ® 2.4 r+ ®1g I i • 30 ��� -- SiGNEP C5T 22-4 8 3 2 z0zIA f•vE. PAT: Nvisconsin Department of Commerce October 17, 2002 Mary Jo Hollister Hollister's Soil Testing W9875 6901h Ave River Falls, WI 54022 Dear Mary Jo: Re: Arthur Batho — Soil Saturation Determination Lot 3 CSM V. 14, P. 4020 NW, SW, 21, 28, 16W Town of Eau Galle, St. Croix County C SAFETY AND BUILDINGVDIVISION Field Operations .0 13 East Spruce Street n Chid pewa Falls, Wisconsin 53729 / 9 715j 726-2544 [./Avww. commerce state wf us Sr C/?C , httpYhwwv.wlsconsin.gov Scott McCallum Govemor C6 Philip Edw. Albert, Secretary I have received your site plan and owner's permission to enter onto the property for the above referenced site and have the following comments and recommendations. Please provide the drawing scale used on your site plan. If I were to assume it to be 1:30 then the observation pipes are approximately 80 feet apart east to west and 25 feet apart north to south. I highly suggest that the east -west dimension be increased to 135 feet and the north -south spacing to 35-40 feet if possible. This longer dimension will accommodate a longer, narrower mound design that can incorporate a low linear loading rate. Check contour length to make sure adequate length is available. 2, D,Ithnlunh %nic are t—inn 4n nhccnie the in+,,, L,, ,..f a rf._ J _ water icvc, of a Sf is i�vv LIrVU!, ! ,a Nke iQ J ig('IE-Sl the following observation pipe depths: two pipes at 18 inches depth, two pipes at 24 inches, and one at 36-42 inches. It would be helpful to learn if the water is perched above the substratum material. 3. This site has a good chance to perch water above the critical depth of 6 inches during a normal spring season. If it does so for 7 consecutive days no soil absorption component may be installed. Site modification might improve surface and subsurface drainage characteristics to help insure perched levels stay below the 6 inch depth. A surface water diversion ditch could be constructed up slope of the proposed mound area to help improve drainage. Adequate width must be planned between the lot line, ditch and mound. A 20 foot width would not be out of line. The effects of the diversion would be discussed in the final report submitted to the department for review. In addition, I'd recommend that at least one observation pipe be located outside (possibly up slope) of the area drained for comparison. SBD-5524-E (R. 4/98) File Ref: C.UANSKY FILES\INSPECTION - LNVESTIGATION\SOIL ONSITES\BATHO - LETTER. DOC 48k3.4 Page 2 Please contact me if you have and questions about this project. Sincerely, Oer�oy Jansky, SS Wastewater Specialist (715) 726-2544 Office (715) 726-2549 Fax Ljansky@commerce.state.wi.us Enclosure: Copy of site plan cc: St. Croix County Zoning SBO-5524-E (R. 4/98) File Ref: C:UANSKY FILESIWSPECTION - INVESTIGATIOMSOIL ONSITES\BATHO - LETTER.DOC Cf:I My,I l�011iSfe�'5 oil 77 e511nq I"l ory Jo 17o11i51ei Wl�87f5 65)0th Avenue Pivei �'oIIS, Wisconsin �4022 D,�-TE ; OcToBZ-j� 1H, zooz Le FZpy :Z ANSX y W�sZtw�� en. SPEcti,�` � ST PR05r-Cr NANT-.: SA" rip }�Rz ri 1.1l� (c.OT3) IJW\11.})sw`I,4, S 2f T2 `6nl�R�bW "iD,.J,J of LT:-AUV u cam, LLB HERE S SHE Lo CAS pF The ogs��v.R�tpn� ?1PES Onl 3,l yj40 pKOJPT-�`T\I �JE, -�Z ON -r�1� MAy 2 2001 S01L. QUA L4ATIOIJ 42CP02'T Su P-nn" TTED B\/ 7AC �k0P0scD Dr�PT1-1 V,)NLL rV'Z:r713� LESS �EiI�J�i ��i PER COMM SS•lo0 AN\( QUESTIONS ��(2r�f.,(}�_ 1`.1rc fit K'�f— Oil COMMG ors PLE CALL, U ZL 7:5� �- Sk�N Pi of ,r Q06-it V�'- Lo1 �-t 13 E ®= 085Tel2�AT 10N p� pr- ® 14' GC' ST.C"lx couarty zoN ✓_n T 3 G {"5" RECEIVED 0 C T 1 7 2002 SAFETY & BLDGS. DIV. nDepartment ofCommerce SOIL EVALUATION REPORT Pag4880�4 of 'iom,of Safety and Buildings in accordance with Comm 85, Wis. Adm. Code w County 5 �• �`�� Attach complete site plan on paper not less than 8 1/2 x 11 inches in size. Plan must include, but not limited to: vertical and horizontal reference point (BM), direction and Parcel I.D. `� L'JN> >'\j percent slope, scale or dimensions, north arrow, and location and distance to nearest road. Please print all information. Reviewed by Date Personal information you provide may be used for secondary purposes (Privacy Law, s. 15.04 (1) (m)). Property Owner Property Location Q 1111 r Q Gent. L t 1J1/•) 1/4 S;,t)1/4 S Z l T Zg N R b E (or W Property Owner's Mailing Address Lot # Block # Subd. Name or CSM# lA.)9 330 -r� �U�- `3 - ���\*-1oS•�`u City State Zip Code Phone Number ❑ City ❑ Village ® Town Nearest Road FLU" Cl`T( LAlJI 54-?(� I I ( -113 ) �14�- 3V—Z Sj CjPrL.LL= I Z30 `-4 ST . [7 New Construction Use: Z Residential / Number of bedrooms Code derived design flow rate 6 Ou GPD ❑ Replacement ❑ Public or commercial - Describe: _ Parent material Gl-P�Ct IBC.. TJ t-L Flood Plain elevation if applicable la ft. General comments and recommendations: _ wlq�tST)ZI IIU� 0E L , y`� /✓J . i .� 01= Sf'rh� f ��L_ Boring # ❑ Boring 1 I® pit Ground surface elev. ft. Depth to limiting factor in. Soil Aeolication Rate Horizon Depth in. Dominant Color Munsell Redox Description Qu. Sz. Cont. Color Texture Structure Gr. Sz. Sh. Consistence Boundary Roots GPD/ftz 'Eff#1 'Eff#2 Z 7-N-1 Lp 21Z 4/�3 — Si 1 z�11Sbk �5�1 CS 1V� S 43 3 L1-k44 --2.S`1z �![6 0 Q1� S 1R 31Y L 01v� Wl�l' 3 S ❑Boring # ❑ Boring �- ® pit Ground surface elev. 0 \ . -S ft. Depth to limiting factor 1 in. Soil Aoolication Rate Horizon Depth in. Dominant Color Munsell Redox Description Cu. Sz. Cont. Color Texture Structure Gr. Sz. Sh. Consistence Boundary Roots GPD/ftz 'Eff#1 'Eff#2 Z �-�� !0`TrZ31L _ S�( Z`Fsbk y�� �S iv`� 'S •g - .s vfz VA �/� S -1 IZ 3 l u L 1 e sip k m Effluent #1 = BOD5 > 30 < 220 mg/L and TSS >30 < 150 mg/L ' Effluent #2 = BOD5 < 30 mg/L and TSS < 30 mg/L CST Name (Please Print) Sign ture CST Number Arthur L. Wegerer n4;�4 t,� UO-cl Z- 3 220254 Address Il e g e r e r Soil Testing & Design S e r v i c e Date Evaluation Conducted Telephone Number 421 N. !lain St. River Falls, WI 54022 4-lz-Op 715-425-0165 k , v° 488034 � � w Property Owner A �l V Parcel ID # Page of 3 Boring # ❑ Boring ❑ Pit Ground surface elev. 1 00 . c, ft. Depth to limiting factor 1 in. Consistence Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Boundary Roots GPD/ft1 In. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 0--7 lll`f VZ31Z — �! � ZTSI�k Y+'I �tr 'Eff#1 •Eff#2 (°� Z� f3 Z - V /3 — S l J Z`Fs b iz -S • Y✓1 (, C° S j U - S • `� 3jj ❑ Boring # ❑ Boring ❑ Pit Ground surface elev. ft. Depth to limiting factor in. Soil Application Rate Horizon Depth Dominant Color Redox Descrip�iin Tex�ure Structure Consistence Boundary Roots GPD/ft2 in. Munsell Qu. Sz. Cont. lorGr. Sz. Sh. •Eff#1 I •Eff#2 Boring # ❑ Boring ❑ Pit Ground surface elev. ft. Depth to limiting factor In. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ftz in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 I 'Eff#2 " Effluent #1 = BODE > 30 < 220 mg/L and TSS >30 < 150 mg/L ' Effluent #2 = BODY < 30 mg/L and TSS < 30 mg/L The Department of Commerce is an equal opportunity service provider and employer. If you need assistance to access services or need material in an alternate format, please contact the department at 608-266-3151 or TW 608-264-8777. SBD-8330 (R.6/00) PLOT PLAN Page 3 of 3 488034 Scale 1' _p ' l ��Uz'row� 01= eatL LO Z. - ' / OoN Biy0F2 0 NO O2 0 1 � I 3 ya NZ 100.0'cX3 1Z" MOUQ-G3FL UK-�b JP J i�;: SIDE C= ,HOZ.o' 0Q 8'41GN, 31Y"D!A PVC NPR wjLPr 7)J - 1Z--00 7 55-425-0165 220254 00-°t Z - 3 CST Signature Date Telephone No. CST No. Job NO. Wi,zconzin Department of Commerce SOIL EVALUATION REPORT Page88 4 of Qivipipn of Safety and Buildings ti in accordance with Comm 85, Wis. Adm. Code S ; Attach complete site plan on paper not Less than 8 1/2 x 11 inches in size. Plan must County x include, but not limited to: vertical and horizontal reference point (BM), direction and Parcel I.D. percent slope, scale or dimensions, north arrow, and location and distance to nearest road. Please print all information. Reviewed by Date Personal information you provide may be used for secondary purposes (Privacy Law, s. 15.04 (1) (m)). Property Owner Property Location FPfU L_ Go"-LcL N'�Q1/4 SW 1/4 S Z( T N R E (or W Property Owner's Mailing Address Lot # Block # Subd. Name or CSM# 8z01 P)LL�2Q fvt�UE` 3 - ^sue D%J v0L_, D2-O City State Zip Code Phone Number ❑ City ❑Village Ej Town Nearest Road ES ' �3 ( ) - �� G !�` New Construction Use: ® Residential / Number of bedrooms 3 Code derived design flow rate S O GPD ❑ Replacement ❑ Public or commercial - Describe: Parent material l 1L' (f` l- T%LL Flood Plain elevation if applicable I r i ft. General comments t and recommendations: h'l 1 ilJ 1)vl U wj L(4 Or-- S j FILL n Boring # u . _....y ,,, �►x�x ® pit Ground surface elev. L �W- S ft. Depth to limiting factor in. bQ C;�oiivADolication Rate Horizon Depth in. Dominant Color Munsell Redox Description Qu. Sz. Cont. Color Texture Structure Gr. Sz. Sh. Consistence Boundary Roots GPD/ftz 'Eff#1 -Eff#2 1 o--7 Lz - �Ii � Sb�-c ,- cs iz1- `7-)7 S`lsa 3�y 1� Boring # ❑ Boring { ! ❑ pit Ground surface elev. ft. Depth to limiting factor in. Soil Application Rate Horizon Depth in. Dominant Color Munsell Redox Description Qu. Sz. Cont. Color Texture Structure Gr. Sz. Sh. Consistence Boundary Roots GPD/ftz 'Eff#1 -Eff#2 231 Z — SO i - -�-S6 �z 1�1'{ li C S � �(' • S R Z �-�3 lo�tiz �l3 — sr � Z`FSb�C rn�t�r �S t�� • S - $ lb-3y vjb 31u ' Effluent #1 = GODS > 30 < 220 mg/L and TSS >30 < 150 mg/L ' Effluent 92 = BOD, < 30 mg/L and T35 < W mg/L CST Name (Please Print) ,gnature \ L 3 CST Number Arthur L. tdegerer ao(, ?. O 1_ l 220254 Address tl e g e r e r Soil T e s t i n c, & D e s i¢ n S e r v ii c e Date Evaluation Conducted Telephone Number 421 14. Hain St. River Falls, NICD54022 J- 1 S -C) I 715-425-0165 488034 Property Owner Parcel ID # (Yo8 — Iui6 I - Zo page Z a Boring It W Boring of ❑ Pit Ground surface elev. ) W) q ft. Depth to limiting factor Z in. Horizon Depth Dominant Color Redox Description Texture - Structure Consistence Boundary Roots Soil Application Rate GPD/ft2 in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 'Eff#2 :S I Z-esb�z NA4-Cti^ �oLfRyl3 - si 1 ?Tn k ►n�'� 3 1Z-Z�f �.s�2y16 i`� S Lm- 31 L esbk I mri- A� Z -L" 51 Boring # 0Boring 3 I ❑ Pit Ground surface elev. ft. , Depth to limiting factor `I in. Dominant Color Redox Description TextureRGrtSz.Sh. Consistence Boundary Roots . Munsell Qu. Sz. Cont. Color qHorizonDepth Z L��IZ 31�1Vi y S 1 . ........... ........ ......... ElBoring # ® Boring ❑ Pit Ground surface elev. 1 S- 0 ft. Depth to limiting factor Z in. Horizon Depth Dominant Color Redox Description sistence Boundary Roots Texture4Gr._Sz.Sh. in. Munsell Qu. Sz. Cont. Color -�u GPD/ftz 'Eff#1 'Eff#2 • S .� Effluent #1 = BODS > 30 < 220 mg/L and TSS >30 < 150 mg/L ' Effluent #2 = BOD5 < 30 mg/L and TSS < 30 mg/L The Department of Commerce is an equal opportunity service provider and employer. If you need assistance to access services or need material in an alternate format, please contact the department at 608-266-3151 or M 608-264-8777. SBD-8330 (R.6/00) 488034 Property Owner Parcel ID # on Page of MBorin Boring # g ❑ ❑ Pit Ground surface elev. RA-1 ft. Depth to limiting factor Z in. Horizon Depth Dominant Color Redox Description in. Munsell Qu. Sz. Cont. Color Texture Structure Gr. Sz. Sh. Consistence Boundary Roots 3 o--7 a o,-t P- 311 — - � 2 � 0,1 fZ, ? - lz-�� -7.S IrZ_ 1`� S LiVL 31 s` I Z"03bV7 s � Z s k L t eSbk Yn �S I v+ m�i _ s Boring # Ej Boring ❑ Pit Ground surface elev. [C)2)-y ft. HorizonKDominantColorolor Redox Description Texture Qu. Sz. Cont. Color 1zl �1� Ll<z 5 1V si l El Boring # ® Boring 1 S ❑ Pit Ground surface elev. • 0 ft. Horizon Color Redox Description Texture Munsell Qu. Sz. Cont. Color FDepthDominant 1O'7fZ 3)L S4V- 31y SDI • Effluent #1 = BODS > 30 < 220 mg/L and TSS >30 < 150 mg/L Depth to limiting factor 1_`I in. Structure Consistence Boundary Roots Gr. Sz. Sh. �-�� b� M`f �• CS Z`4' Depth to limiting factor ) Z in. Structure Consistence Boundary Roots Gr. Sz. Sh. Z�5 b�c ►-v��'t- �S Z� Z`f'sbk h1`f�l- cs 1 u4- Z�-'sbk oil Application Ra GPD/ft2 •Eff#1 -Eff#2 •s -� • s .8 Soil Application Rate GPD/ft2 'Eff#1 •Eff#2 oil Application Rate GPD/ft2 •Eff#1 •Eff#2 C •8 ,S -� -S •� • Effluent #2 = BOD5 < 30 mg/L and TSS < 30 mg/L The Department of Commerce is an equal opportunity service provider and employer. If you need assistance to access services or need material in an alternate format, please contact the department at 608-266-3151 or M 608-264-8777. SBM9330 (R.6/00) t'E.t 488�34 of Wisconsin Department of Commerce SOIL EVALUATION REPORT Page3 Division of Safety and Buildings in accordance with Comm 85, Wis. Adm. Code ST �c�j1 X Attach complete site plan on paper not less than 8 1/2 x 11 inches in size. Plan must County include, but not limited to: vertical and horizontal reference point (BM), direction and Parcel I.D. percent slope, scale or dimensions, north arrow, and location and distance to nearest road. Please print all information. Reviewed by Date Personal infonnalion you provide may be used for secondary purposes (Privacy Law, s. 15.04 (1) (m)). Property Owner Property Location 'PTU L- !-_>QVDZZ6l1-A SS Gout. -Lot- i�1�11/4 SW 1/4 S Z! T Z N R Property Owner's Mailing Address Lot # Block # Subd. Name or CSM# 8Z°I P- LL� l�v�t���' 3 - O-SM 1XJ \)0L,, 1�, �q �1oZo City State Zip Code Phone Number ❑ City ❑ Village ® Town Nearest Road LJ, S -7"P°J L_ I MN SSlIB ( ) - v G� I ' ."'� Tv, S—'_ (� New Construction Use: ® Residential / Number of bedrooms 3 Code derived design flow rate U S (3 GPD ❑ Replacement ❑ Public or commercial - Describe: Parent material 6 L_V`K-eL'h-Flood Plain elevation if applicable I,,) General comments and recommendations: w/ q rx Sp' 171Si1ZLBV`i1(vJ °LPL, ►n-).1►v Z m v" Lq k o>= S PT-1--b F1 LL_ . tzl_� , Lo 3. o ' Boring # ❑ Boring ® Pit Ground surface elev. L O S ft. Depth to limiting factor _� in. Soil Application Rate Horizon Depth in. Dominant Color Munsell Redox Description Qu. Sz. Cont. Color Texture Structure Gr. Sz. Sh. Consistence Boundary Roots GPD/ft2 •Eff#1 -Eff#2 1 a --7 ti -t iz a Li... - �� i Z`Fs b12 wt'�- 0-S 2"�' * . S . e Z %-1Z b\'�`IV_L_3L6 — st I Z sbk hL��- c-S I -� `S -S 3 1Z-11 luL1R-316 S`iiz 31Y S11 ZSbi' V'l. C S`t rL 31Y L l ��b k ,n Ps. - • �! _ b Zz " a Boring # ❑ Boring ® pit Ground surface elev. (i S ft. Depth to limiting factor ! in. Soil Application Rate Horizon Depth in. Dominant Color Munseli Redox Description Qu. Sz. Cont. Color Texture Structure Gr. Sz. Sh. Consistence Boundary Roots GPD/ft2 'Eff#1 -Eff#2 rz31 Z — s t I Z�sbk VA-f►_ Lo`1 2 Y!3 - si Z'FSbtit 1v1r cS 1.�'�' • S - $ 3 13-tb 1bY2Yb -Pl-� sYe_ B1y kfi- as - .s -$ S -Q A-T ZO r� • Effluent #1 = BOD, > 30 < 220 mg/L and ,TSS >30 _< 150 mg/L ' Effluent #2 = BOD5 < 30 mg/L and TSS < 30 mg/L CST Name (Please Print) ignature CST Number Arthur L. Wegerer LiG CJ1- It 3 220254 Address W e g e r e r Soil Testing & Design Service Date Evaluation Conducted Telephone Number 421 N. P-lain St. River Falls, UI 54022 S_ l S--y I 715-425-0165 PLOT PLAiv Page �8aa34 21 }, Scale 1'=3Q ' t LU ro 33 $ I ✓ i N ( 6+^2ta-Z • 1. Lp 0. p' oti s� �kE �'2" PSguU� Gl�cuuSj--1rsctiiES7 --�bt — d''1 CYJ S'6HGEF-�Ic�'�1Fi_-RUC P113E L.11C _-- Q�ltf-�_�Z,_ 10S-3 ` Oril� l" lt?-o1J Pl j� LuT L.4Rkle"�2. -- _ S. Z.1_0 1 715-425-0165 220254 CST Signature Date Telephone No. CST No, Job NO. 3 S -1 0 Iv m N N PLOT PLAN Scale Page 3 4434 1 �� LJ S •�' l sr L UV �JV S�UC'(1 UN / e •3 i Br1 t+ oR o` S�I�Z=�L_.CbZ-O�_ t� 8�`EFCG�31��.�lFi._�UZ:-�Ii�E•--�� 3 C�tt;3-�4�05=�.`_o►v; _�« _l.��J_P� -��T: c°oTz��-------__ a LAC Mtit- i ►+� S. O 1 715-425-01 55 220254 O1.113 CST Signature Date Telephone No. CST No. Job NO. .4 488034 Vhsconsin Department of Commerce Date of Inspection: June 18, 2001 SAFETY AND BUILDINGS DIVISION Field Operations Bureau 13 East Spruce Street INSPECTION REPORT Chippewa Falls, Wl 54729 www.commerce.stotate.wi.us Scott McCallum, Govemor Brenda J. Blanchard, Secretary Plumber Name and Address: Unknown Project Name: Pendergrass Property Use: New Residential Legal Description: NW, SW, 21, 28, 16W Site Number: Subdivision: Lot 3, CSM Vol. 14, Page 4020 Municipality: Eau Galle County: St. Croix Plan Transaction Number: Sanitary Permit Number: NA Wastewater Flow: 450 gpd Persons Present: R. Eslinger, K. Grabau, and Mr. & Mrs. Pendergrass Certified Soil Tester Name and Address: Arthur Wegerer, CST 220254 421 N. Main St. River Falls, WI 54022 (715) 425-0165 Owner Name and Address: Paul Pendergrass 829 Allen Ave W. St. Paul, MN 55118 (651) 224-7902 This onsite investigation was prompted by a county onsite verification at which time very high levels of seasonal soil saturation (free water) were observed in shallow excavations on the property. These observations were made in one of the highest areas on the lot. CST Wegerer reevaluated the soil and site conditions and proposed a new mound location slightly up slope of the original site. One soil boring was evaluated in the area of the most recently proposed mound system. T-1 A 00-05" 10YR 3/3 sil, 2mgr, mfr, cs. AE 05-07" 10YR 3/3 and 5/3 sil, 2mgr, mfr, cs with f1 d 10YR 5/6 redox pore linings. E 07-12" 10YR 5/3 sil, 2msbk, mfi, cs, with f2f 10YR 5/6 and 6/3 redox conc.& depletions. Free water at 7 inches and very moist above. Other soil borings and areas were small trees had been dug out were literally filled almost to the surface with water. These conditions were located only a short distance down slope of T-1. Soil conditions at this site are not suitable for any type of septic tank -soil absorption system due to a very high level of seasonal soil saturation (less than 5 inches). The level of saturation was observed as free water and as redoximorphic features in the AE and E horizons. The redux features observed in the AE horizon were as iron concentrations lining small root channels/pores. Both iron concentrations and depletions were observed in the next lower horizon. Both conditions are indicative of saturated conditions. The redox features were not outstanding or easily observed in the soil profile and thus it may have been possible for the CST not to see these contrasting colors under certain light conditions. The CST did report redox features as shallow as 12 inches in his May 15 report, but the depth of those conditions would have qualified for a mound system. The only option for this site is to conduct soil saturation observations pursuant to Comm 85.60(3), Wis. Adm. Code. This would be in addition to installing drainage tile to lower the seasonally perched water to an acceptable level. This option may take several years to be completed depending on fall and spring rainfall amounts needed to qualify for a normal recharge period. r ,8, A88034 is* June 18, 2001 Pendergrass Site Page 2 of 2 If there are any questions regarding this report, please contact me. Ler G. sky MstewatLyr Specialist 0 Ljansky@commerce.state.wi.us E-mail 715/726-2549 Fax 715/726-2544 Voice cc: NCounty ❑ Plumber ® CST ® Owner ❑ Other EB lorlI 1*isconsin Department of Commerce Date of Inspection: October 31, 2001 INSPECTION REPORT Project Name: Batho Property Use: New Residential Legal Description: NW, SW, 21, 28, 16W Site Number: Subdivision: Lot 3, CSM Vol. 14, Page 4020 Municipality: Eau Galle County: St. Croix Plan Transaction Number: NA Sanitary Permit Number: NA Wastewater Flow: 450 gpd Persons Present: A. Wegerer SAFETY AND BUILDINGS DIVISION Field Operations Bureau 13 East Spruce Street Chippewa Falls, WI 54729 www.commerce.state.wi.us Scott McCallum, Governor Philip Edw. Albert, Acting Secretary Plumber Name and Address;. ' NA Certified Soil Tester Name and` _ ram: Arthur Wegerer, _'� 220254SY �at}tx 421 N. Main StcOun" River Falls, WI 54� Zot+gfGOFFICc 2 (715) 425-0165 9/ Owner Name and Address: Arthur Batho W 1579 330th Ave Plum City, WI 54761 (715) 647-3066 This onsite investigation was requested by the owner for the purposes of reviewing soil conditions under a potentially more favorable condition than those encountered on June 18, 2001, when the original visited the site. Certified Soil Tester Art Wegerer met me at the site. Soil conditions at two different locations in the NW corner of the lot were reviewed. In addition, one soil boring was dug at an elevation about 5-6 feet down slope of the tested area(s). Based on my observations during this investigation it is my opinion that my conclusions of June 18 are correct in that soil conditions are not suitable for a mound system because of an unacceptably high level of seasonal soil saturation (<6"). It was also apparent that conditions are variable across the property. At elevations 5-6 feet lower than the tested area, redoximorphic features (iron concentrations) were easily observed the A horizon. In the north end of the area tested by Wegerer it was more difficult to observe the iron concentrations, but a few were noted in the AE horizon and both depletions and concentrations could be readily seen in the platy E horizon directly below the AE horizon. The A horizon was generally 5-6 inches thick and the AE horizon 1-2 inches thick. In an existing soil pit near the town road and road ditch conditions were better than elsewhere on the lot. However, the available area is insufficient to install any type of system at this location. The range of conditions at this site leads me to believe that modification of the soil's subsurface drainage characteristics is possible. If a soil saturation determination, pursuant to Comm 85.60(3), Wis. Adm. Code, is conducted after completion of a drainage improvement project the level of seasonal soil saturation may be expected to be low enough to allow mound system installation. Prior to observation pipe installation and drainage modification the soil tester must submit a proposal to both the county and department for review and the owner must allow county and state access to the property for inspection purposes. The soil tester should establish a 150 ft contour length and concentrate observation efforts up slope of that line. Four to six observation pipes will be needed to adequately monitor conditions. I recommend CAREFULLY filling in the many small pits on the site to limit entrapment and injection of surface water directly to the subsurface within the area being tested. Contact the county, the soil tester or myself regarding proper filling of these pits so as not to destroy favorable soil characteristics (e.g. good soil structure) by compaction. i 488034 Batho Property October 31, 2001 Page 2 of 2 If there are any questions regarding this report, please contact me. roy G. Onsky, Pr - essional oil Scientist Wastewater Specialist Ljansky@commerce.state.wi.us E-mail 715/726-2549 Fax 715/726-2544 Voice cc: ®County ❑ Plumber 91 CST © Owner ❑ Other P— Emir - Leroy G. JanRAP4 wFiions��+�et�f„er?t of fn�fvst� / INSPECTION L-abpr-ar4+iwrian-Retat'rons �'r Department of Commerce Safety & Buildings Division �CC�\`f REPORT 13 E. Spruce Street Bureawof-Ehjitdinq Ater 10A Chippewa Fails, WI 54729 Inspection Date - (715) 726-2544 I,s Z Name of Premises �. g Legal Description GitykTownship County � ` � "t1-1 ci Master Plumber Name and Address c; + Master Plumber Firm Name and Address Plan I.D. No. Sanitary Permit No. Journeyman Ptumber/Soil Tester Licensed Person's Name(s) and License Number(s) f Jl•`' t:k-'; �: q' ��O2S'° �kt' t`,N1 c< t-:5 C P.B t•d Owner's Name and Address w iSC 33Q n/i'dE L1 � s _ '. N •� Q � r;�: t � Tta1 t_- ``� ` Pb A6 V" :tA1 :?ram v_ t t r>,^J �t ? k'rt/ y ` Tt f15 i L`'� C G tq N' d N Sf t L '�fi ° .4.k�---i; 724r-)Eb lL 4 �4-1,,-L41fl . r �,,,, t ,. �,>.�' ' :,'_n.r�, fs%v i- �Z �-`-�t��T T �,,.a� G � ,e� t , ]- ♦_; ,i '' , cr-T;,� ri7�-I � tF+-�'�, .,�� fit-" �A•- >M �_b+� i cN+� 'F� {rl� '--F C (IBCt l ' f.A f l c.�+.►�j IW f jr? r_ X.1: f7 b /N 7 fi t_ AVE bbR" 7-L'j '� vT 1�//P& �-?Z�� 73 1 1 ff i rt ! h--" .� t ,. t i �-� P C -'} - � t` s C:x •r_ it •' fily /�17�'-�.JC�' r�.- � t , f' f�9�M �' it L4 t��t I M7 Vj'% t!Lt!` �'l;j,l CCU /} }a l- `}`1.:,./\ i j�f dit?. 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Sewage CoiAultant 4,th, qr, , t ♦. ♦ + , , t a ♦ . . a �. • a < , h a a a a , ♦ , . t ♦ a , a Wisconsin Department of Commerce SOIL AND SITE EVALUATION Divisidn of Safety and Buildings Bureau,of Integrated Services in accordance with s. ILHR 83.09, W' . 'Attach complete site plan on paper not less than 8 112 x 11 inches in size. Plan must include, but not limited to: vertical and horizontal reference point (BM), direction and �, C 12dt percent slope, scale or dimensions, north arrow, and location and distance to nearest road. MParcel # APPLICANT INFORMATION - Please print all information. d-by Date Personal information you provide may be used for secondary purposes (Privacy Law, s. 15.04 (1) (m)).n n Property Owner Property Location PQ v� s Govt. Lot 1/4 1/4,S T ,N,R E (or) W Property Owner's Mailing Address Lot # I Block# Subd. Name or CSM# City State Zip Code Phone Number ❑ city -El Village Town Nearest Road. ( )Ga�LLr o Si ❑ New Construction Use: ❑ Residential / Number of bedrooms Addition to existing building ❑ Replacement ❑ Public or commercial - Describe: Code derived daily flow gpd Recommended design loading rate bed, gpd/ft2 trench, gpd/ft2 Absorption area required bed, ft2 trench, ft2 Maximum design loading rate bed, gpd/ft2 trench, gpd/ft2 Recommended infiltration surface elevation(s) ftlas,r rred to site plajj benchmark) Additional design/site considerations Parent material Flood plain elevation, if applicable ft S = Suitable for system I Conventional Mound In -Ground Pressure AT -Grade System in Fill Holding Tank U = Unsuitable for system ❑ S ❑ U ❑ S ❑ U ❑ S ❑ U ❑ S ❑ U ❑ g ❑ U ❑ S Eli) Boring # Ground elev. ft. Depth to limiting factor in. Boring # Ground elev. ft. Depth to limiting factor in. SOIL DESCRIPTION REPORT Horizon Depth in. Dominant Color Munsell Mottles Ou. Sz. Cont. Color Texture Structure Gr. Sz. Sh. Consistence Boundary Roots GPD/ft2 Bed ,Trench O -G )t7 QL 3 Z l En r' / Lc 2- 3 4-e,✓s Remarks: 5 w -c r C, Remarks: CST Name (Please Print) 4 0 -- - Signature t� t Telephone No. Address pp () Date CST Number L SOIL DESCRIPTION REPORT Pag�aso�4 of PROPERTY OWNER — PARCEL I.D.# Boring # Ground elev. ft. Depth to limiting factor in. Boring # Ground elev. ft. Depth to limiting factor in. Boring # Ground elev. ft. Depth to limiting factor in. Boring # Ground elev. ft. Horizon Depth De P in. Dominant Color Munsell Mottles Qu. Sz. Cont. Color Texture Structure Gr. Sz. Sh. Consistence Boundary Roots 2 Bed Trench Remarks: Remarks: Horizon Depth in. Dominant Color Munsell Mottles Qu. Sz. Cont. Color Texture Structure Gr. Sz. Sh. Consistence Boundary Roots GPD/ft2 Bed Trench Remarks: Depth to L� limiting factor in. Remarks: SBD-8330 (R. 07/96) Wisconsin, Department of Commerce SOIL AND SITE EVALUATION 5,/la /o Division of Safety and Buildings Pa��800U3.14+_ of Bureau'of Integrated Services in accordance with S. ILHR 83.09, W' Attach complete site plan on paper not less than 8 1/2 x 11 inches in size. Plan must include, but not limited to: vertical and horizontal reference point (BM), direction andCra percent slope, scale or dimensions, north arrow, and location and distance to nearest road. Parcel I.D. # APPLICANT INFORMATION - Please print all information. Reviewed by Date Personal information you provide may be used for secondary purposes (Privacy Law, s. 15.04 (1) (m)). Property Owner Property Loll on �-r� ewe do Govt. Lot 1/4 1/4,S T N,R E (or) W Property Owner's Mai ing Address 7 Lot # Block # Subd. Name or CSM# 3 City State Zip Code Phone Number City ❑ Village � Town Nearest Road ❑ ❑ New Construction Use: ❑ Residential / Number of bedrooms Addition to existing building ❑ Replacement ❑ Public or commercial - Describe: Code derived daily flow gpd Recommended design loading rate bed, gpd/fie trench, gpd/ft2 Absorption area required bed, ft2 trench, ft2 Maximum design loading rate bed, gpd/ft2 trench, gpd/ft2 Recommended infiltration surface elevation(s) _ ft (as referred to site plan benchmark) Additional design/site considerations Parent material _ Flood plain elevation, if applicable ft S = Suitable for system Conventional Mound In -Ground Pressure AT -Grade System in Fill Holding Tank U = Unsuitable for system ❑ S ❑ U I ❑ S ❑ U ❑ S ❑ U I ❑ S ❑ U ❑ S ❑ U ❑ S ❑ U Boring # Ground elev. ft. Depth to limiting factor in. Boring # Ground elev. ft. Depth to limiting factor in. SOIL DESCRIPTION REPORT Horizon Depth in. Dominant Color Munsell Mottles Qu. Sz. Cont. Color Texture Structure Gr. Sz. Sh. Consistence Boundary Roots GPD/ft2 Bed Trench 0 ..1 R. - Remarks: CST Na (Please Print) Signature \ Telephone No. �✓� K1 �� TcQ. � Coo �.t CakA.v-I `�/) Address Date CST Number r 6-IWO SOIL DESCRIPTION REPORT PROPERTY OWNER PARCEL I.D.# Boring # Ground elev. ft. Depth to limiting factor in. Boring # [3 Ground elev. ft. Depth to limiting factor in. Boring # Ground elev. Depth to limiting factor in. Boring # .......................... .......................... .......................... .......................... .......................... .......................... .......................... .......................... .......................... ........................ . Ground elev. ft. Depth to limiting PW 4 of Horizon Depth in. Dominant Color Munsell Mottles Qu. Sz. Cont. Color Texture Structure Gr. Sz. Sh. Consistence Boundary Roots 2 Bed Trench Remarks: Remarks: Horizon Depth in. Dominant Color Munsell Mottles Qu. Sz. Cont. Color Texture Structure Gr. Sz. Sh. Consisterft:e Boundary Roots GPD/ft2 Bed Trench Remarks: factor in. Remarks: SBD-8330 (R. 07/96) 488034 " .lf.,samsin Department of Commerce SOIL EVALUATION REPORT Page of Uivisioii of Safety and Buildings in accordance with Comm 85, Wis. Adm. Code County C f% v l Attach complete site plan on paper not less than 8 1/2 x 11 inches in size. Plan must include, but not limited to: vertical and horizontal reference point (BM), direction and Parcel I.D. c. percent slope, scale or dimensions, north arrow, and location and distance to nearest road. b�^ " 2� G Reviewed by Date Please print all information. Personal information you provide may be used for secondary purposes (Privacy Law, s. 15.04 (1) (m)). Property Owner Property L.oclatio`n R� la� Govt. Lot N1/4 S-k)/4 S 24 T Z N R �6or) W Property Owner's Mailing Address Lo Block # Subd. Name or CSM# City State Zip Code Phone Number ❑ City ❑ Village ([L]Town Nearest Road ( ) New Construction Use: ❑ Residential /Number of bedrooms Code derived design flow rate GPD ❑ Replacement ❑ Public or mmercial -Describe. Parent material � It r.f Flood Plain elevation if applicable ft. General comments and recommendations: Le—Boringoring kJ Boring # ❑ Pit Ground surface elev. ft. Depth Horizon Depth Dominant Color Redox Description Texture c in. Munsell Qu. Sz. Cont. Color Gi o-co toe 3� r Z e-z11 S� A b set -lam "tc _ `% e Boring # Pit Ground surface elev. ft. Dept to limiting factor '"Roots i lication Rate tructure Consistence BounGPD/ff Sz. Sh. `Eff#1 `Eff#2 r ,p MS 1 h to limiting factor in.Soil A lication Rate GPD/ff / Horizon Depth in. Dominant Color Munsell Redox Description Texture StructuSz. Sh. Consistence Boundary oo s `Eff#1 `Eff#2 Qu. Sz. Cont. Color t-Ipr ` Effl ent #2 = BO < 30 mg/L and TSS < 30 mg/ Effluent #1 BODS > 30 < 220 mg/L and TSS >30 < 150 mg L e ST N mber CST Name (Please Print) Signature i . ` ! 4 6�, r V,, j, v p ep+ - Date Evaluation Co ducted Telephone Number Address /1 488034 Property Owner Parcel ID # Page of ❑ Boring # ❑ Boring ❑ pit Ground surface elev. ft. Depth to limiting factor in. Horizon Depth in. Dominant Color Munsell Redox Description Qu. Sz. Cont. Color Texture Structure Gr. Sz. Sh. Consistence Boundary Roots -.-*on m ication mate GPD/ft' *Ef1#1 *Eff#2 F-1 Boring # ❑ Boring ❑ Pit Ground surface elev. ft. Depth to limiting factor in. Horizon Depth in. Dominant Color Munsell Redox Description Qu. Sz. Cont. Color Texture Structure Gr. Sz. Sh. Consistence Boundary Roots JU11 II'OuU11 RdIC GPD/ff' *Eff#1 *Eff#2 ❑ Boring ❑ Boring # Ground surface elev. ft. Depth to limiting factor in. ❑ Pit-77- Horizon Depth in. Dominant Color Munsell Redox Description Qu. Sz. Cont. Color. Texture Structure Gr. Sz. Sh. Consistence Boundary Roots vvu uwuUn 1�alc GPD/ff *Eff#1 *Eff#2 * Effluent #1 = BOb5 > 30 < 220 mg/L and TSS >30 < 150 mg/L * Effluent #2 = BOD5 < 30 mg/L and TSS < 30 mg/L The Department of Commerce is an equal opportunity service provider and employer. If you need assistance to access services or need material in an alternate format, please contact the department at 608-266-3151 or TI'Y 608-264-8777. SBD-8330 (R.07/00) Al. sp. MAY-22-0,1 03:07 PM P_01 488034 '.WEGERER SOIL TESTING and DESIGN SERVICE SOIL TESTINg - SEWER SYSTEM DESIGN��, ATTN: � DATE �2, i SUBJECT: THE FOLLOWING\�TEMS ARE ENCL S -- ,Z ( —O/ L ,> O. OF COPIES DESCRIPTION S G 1 L I`ll A-L, U 6-..Mh%----- SENT TO YOU FOR THE FOLLOWING REASONS: v FOR YOUR USE — FOR REVIEW AND COMMENT INFORMATION DESIRED ►ti'1 U \Zl� �3012.! CGS TT MouU !/ S o U lr4 Gu U P Fi�I LC 1v � l Z 1 , s Z o 12 3 ►� p�-� L �u LDS Lv 4 �2L 11�L S %1 prg- U WEGERER SOIL TESTING AND DESIGN SERVICE Wiz. P.O.BOX 74 421 N.MAIN ST. RIVER FALLS,WI 54022 PHONE 715--425--0165 MAY-22-01.03:07 PM P_02 irt(isalvtsln Departmrant of Cerhmerce P, ISlon of Safety and Buildings SOIL EVALUATION REPORT 488034 l 3 In accordance with Comm 85, Wls. Adm. Code Page of Intrude complete site plan on paper not teas than 8 Include,112 x 11 Inches In size. Plan must County but not limited 10; vertical ST •C� `% and horizontal reference point (SM), direction and percent slope, scale or dimensions, north arrow, and location and distance to nearest road, Parcel I.D.00� 1 O P/®use print 0lllnform860n. Reviewed by Date oereonal information you provide may be used for secon4ary purpvese (Privacy Law, B. 15,04 (1) Property Owner �J L ��� Property locallon �Z6 CpuLLoL N1� 114 SW 114 S Property Owners Malting Address 2( T Z� N R j 6 E (o W Lot p Z I�i l.Lk�1 �UC?�1Utr� 3 Block Sued, Name or CSM# - csi�-� Ik.1 ity rate ip Coe Phone Number ❑ City Village ® Town \)UL. 114, Pq y o� 1�J ST Fv �N SSIId NeareAt Road ruction use: Resldendal / Number of bedrooms Coda d9rtved design Bow rate t❑ Public or commercial - Describe; �S Q GPD G Lys �L T LLFlood Plain elevation If avp(iceblents FandfOMMmendadors: ations; V-A U� � wl 4 rX S O r 1� l Sliz(Bu'i1(YJ `�L, 1ti'! 1 FlJ L U 2-LP O'er S "4� FILL. CUw �O �Z Qej - to 3 - Q ` Boring 0 ❑ Boring Pit Ground surface elev. 1 S ft, Depth to limiting factor_ in, Horizon Depth In. Dominant Color Munaell Redox Description Texture Structure Consistence Boundary R0013 Qu. Sz. Cont. Color Gr. Sz. Sh. Z - )7 3 �z 1 I IL �Lf2-316 z!� SLt2 3l .sl1 Z sbk e 11 -3 �� iz l6 -� �k S`12 If]Boring N ElBoring ® Pit Ground surface slay. 1 � 3 • S f, Horizon Depth Dominant Color Redox Description in. Munaell Qu, Sz. Cent, Color tiq 231Z -, Z 7-13 1ap1cLV11 3 13-16 11) IZ (� � S6f2 31y, Ib-3� 7-S-itz V& `� l S Ll R 31V Selrp�GIAr-r zcN Depth to limiting factor I in, Texture 5tructura Consistence Boundary Root tar, Sz, Sh, SL ► z-�Isb�z I mi` - I a-S -L ' S; Z P S 6k hifl- cS l U� Effluent 01 a B0D a 30 < 2.20 mall. and TS8 >30 S 150 mall Nsme (Please Print) IQnature Arthur L. WeRerer J ddrasa Wegerer Soil Testing & Design Service 421 N. Bain St:. River Falls, W1 54022 - poll Application Rate GPM? 'Effki 'E"2 .S 'EITN1 I 'EM2 ' Effluent 92 - 800a 30 mdL and TSS c 30 mall - CST _ I —umber 220254 S- I S— v ) 715-425-0165 MAY—•22-01 • 03 :08 PM P.04 488034 Properly Owner _ ` `-^�G'RA-S D Parcel ID # 000 - EBoring # M Boring Pit Ground surface elev. 1tQ-9 «. npnth totir.,m„A fo.f— \ Z Pepe 101 -S Horizon Depth In. Dominant Color Munseli Redox Descrlpllon Qu. Sz. Cont, Color Texture - Structure Consistence Boundary I Roots Gr, Sz. Sh. Soil A Ileation Reta GPD/W 'EtnYl •ErM2 O -- I tw-t rz 3 l Z — Z'Fs fi- C-S Z,� S 8 7-1-Z 1D mY/3 2 43, ) L -pi- CS �U S y � Z Z h i Boring # Boring ❑ Pit Ground surface elev, L ft. Depth to limiting factor 114 In, Horizon NO In, Dominant Color Muneell Redox Description Qu, 5z. Cont. Color Texture Structure Or. Sz. Sh. Consistence Boundary I iioota GPD/ft" 'Etffit 'Eff#2 O- S t0-lit- 31 i -- si Z-� 3 b k e-5 Z_*, " S Z -1 IrZ4 R 3l L --- 3 Q 3 46 S L'I R 3 1 y s l Z`� ,�ti2 h1 �1- S • Ff 10 i I t/ Boring p goring S ❑ Bo Ground surface slev. 1 O S, 0 h, Depth to IlmIdng factor 1 Z In., `� oil Rate Horizon Depth In. Dominant Color Muneell Redox Description Cu, Sz. Cont, Color Texture Structure Or. Sz. Sh, ConsletencB Boundary Roots GPD/ftJ •Elf## "Eff#2 i Z 0 -7 -a - Li 14`t 2 317 l win- 316 - 1 ` s i' Z�9 b►� Z`�' sb�t h1 `� i- yrl �� �S g Z� 1 S - S 8 - p 3 tiz_�S to�zJ1 '�l S�Q j�►/ si( �'sb l,,,t'�1. .S .� " Effluent 01 a BOOS > 30 ,c 220 mg/L and TSS >30 < 150 mp/L ' Effluent 02 • BOD1-c 30 mg/L and TSS < 30 mg/L The Department of Commerce is an equal opportunity service provider and employer, If you need assistance to access services or need material in an alternate format, please contact Uke department at 608-266-3151 or 1TY 608-264-8777, Suo-1310 M 4WJ MRY-22-01 '03 :08 PM P_ 03 PLOT PLAN PAga 3 4BEf34 3 Scale 1' i .AA \off 6o q 69L a.c.L. S • ' L._1&,LL awl* V) 0 rf) ,oZ N N� tZ / �� �i luny GDM PPt�' Or 17 BM * 1 V 40- L EL. Cca':o`o� Lht►=3��,_)OS.� oN►. .1�o►J._,P�P� w"r' CoRx�N`tZ--...._..� _.. T._ . 5- 11-01 715-425-0165 220254 01-113 CST Signature Date ^ Telephone ldo. CST No. Job NO. Wisconsin Department of Commerce SOIL EVALUATION REPORT 3 Division of Safety and Buildings Pagt� of in accordance with Comm 85, Wis. Adm. Code Attach complete site plan on paper not less than 8 1/2 x 11 inches in size. Plan must County include, but not limited to: vertical and horizontal reference point (BM), direction and Parcel I.D. percent slope scale or dimensions north arrow, and location and distance to nearest road. Please print all information. Reviewed by Date Personal information you provide may be used for secondary purposes (Privacy Law, s. 15.04 (1) (m)). Property Owner Property Location GGYt.-hot Y- 1W 114 1/4 S Z 1 T Zg N R L b E (orkw Property Owner's Mailing Address Lot # Block # Subd. Name or CSM# w1S�9 33p `> City State Zip Code Phone Number ❑ City ❑ Village ® Town ' Nearest Road ?LUr-1 CtT"f I I-v I 5q 0 6 6 � a LL Z 3o T�+ ST . Q New Construction Use: ® Residential / Number of bedrooms Li Code derived design flow rate 6 O0 GPD ❑ Replacement ❑ Public or commercial - Describe: Parent material _t PrL % L L Flood Plain elevation if applicable ft. General comments and recommendations: �" l.Ovwp /.�/g �K ��' p�STiZl13v`PU►� FELL . P"! 'AU, 1.7' OF S1O� Fcc.0 Boring # ❑ Boring ® Pit Ground surface elev. Of . Horizon Depth Dominant Color Redox Description in. Munsell Qu. Sz. Cont. Color ft. Depth to limiting factor Texture Structure Consistence Gr. Sz. Sh. in. Boundary Roots Soil Application Rate GPD/ft2 'Eff#1 'Eff#2 10It �L->1Z - Si 1 Z,-, - YA Y L Ol,-� yvl'�' I -S [71Boring # ❑ Boring ® pit Ground surface elev. \ . -S ft. Depth to limiting factor 1 in. Horizon Depth in. Dominant Color Munsell Redox Description Qu. Sz. Cont. Color Texture Structure Gr. Sz. Sh. Consistence Boundary' Roots aou ,appucation mate GPD/ft2 'Eff#1 'Eff#2 0 --7 �o 1 vL 3 L Z - S) Z -z -��1 jp `ZrZ 31L - s �! Z'Nsb k vvj'9, V/6 s `l =fS. f *4 - onn —,,W WU MYL r-muem ++t = UUU5 < 3U mg/L and TSS < 30 mg/L CST Name (Please Print) Sign lure CST Number Arthur L. Zdegerer ()O-'/Z._ 3 220254 Address U e g e r e r Soil Testing & Design Service Date Evaluation Conducted Telephone Number 421 N. Bain St. River calls, WI 54022 9-tz-Op 715-425-0165 488034 Property Owner �R �111 t 1 \1 Parcel ID # F Boring # ❑ Boring © Pit Ground surface elev. ) b b - ft. Depth to limiting factor 1 I in. Page of 3 Horizon Depth in. Dominant Color Munsell Redox Description Qu. Sz. Cont. Color Texture Structure Gr. Sz. Sh. Consistence Boundary Roots Soil Application Rate GPD/ft2 'Eff#1 'Eff#2 Z - l l o�f lz- y /3 -S�fR �(A `E11J S� .3 Boring # U Boring ❑ Pit Ground surface elev. ft. Depth to limitina factor i„ Horizon Depth in. Dominant Color Munsell Redox Description Qu. Sz. Cont. Color Texture Structure Gr. Sz. Sh. Coe nsistenc Boundary Roots Soil Application Rate GPD/ft2 "Eff#1 'Eff#2 Boring # ❑ Boring n Pit Ground surface elev. ft. Depth to limitin❑ factor i. Horizon Depth in. Dominant Color Munsell Redox Description Qu. Sz. Cont. Color Texture Structure Gr. Sz. Sh. Consistence Boundary Roots Soil Application Rate GPD/ft2 "Eff#1 I 'Eff#2 Effluent #1 = BODE > 30 < 220 mg/L and TSS >30 < 150 mg/L ' Effluent #2 = BODE < 30 mg/L and TSS < 30 mg/L The Department of Commerce is an equal opportunity service provider and employer. If you need assistance to access services or need material in an alternate format, please contact the department at 608-266-3151 or M 608-264-8777. SBD-8330 (R.6/Oo) PLOT PLAN Page E, of 3 Scale 1 ' _ p ' 488034 CAI O r'1 k,LA aM�+Z-_ �, io�o'_ oti 8� ttt6N, 31y 411,1A Pv PtP --►.Jj LRT31 1Z--00 715-425-0165 220254 CST Signature Date Telephone No. CST No. Job NO. t Eauu Y) !_'1 v Set; PAGE 38 T.28N. 8-80R.16W. - 019W Cloud Canngrnphlrr to .Sr..( lm.d MN 56,m Gerald & • IM RR Daniel • pey • 1( w BALDWIN Charles 96 Mary Ann 4 9.7 97 77 36< r"� kelt od5 j �5nl vl `B Ma�ei •Carey Nicholas Anderson Peters"„ ,amen&Sharon I VILLE Nelso Ulmer WidikeI Arthur Donald 58 L&L7 WQQD Kerr Jensen Alan &Anita 35 63 Jon Timothy ao 1 & Judith waa� v 120 76.4 140 Moulton `� &Pamela Jpp Deno,^ ggTNGt Rodel Dawn �„ Dennis Ju:ten z t 4 • • Stave pohrenz • 3 i• Anderson •Christine • - .. a^• ta.. z z Jw "`, Win' • w.rha. • v a • G&D zt • • • Larry :-a 151 8 C solstad 15 • Douglas �� 7 L Hillstead 95 ti<, VanRiper 2 Harvey 10 a I M^^•^a x = 0 3p.5 Birken & mrwra - Halderson 54 94 v • ° trtrn 210.5 137.3 14 rmp MP 7� 94 21 B a St cmi. 68 5 Donald &Judith g 2 Robert & Richard • isl+^+dK ` . w"b Arthur Trapp c.>unrr s Michael &Joy • David & Trudy s.- . e.ex o w e? as Rodel 14S nrth M! 1 60 Torgersrm z Ostlie 94 • • 1&.tr n1"..n • Reinsch *� "t""" o r Richard Eugene Carl lr • 3 R.,N • Janet ' » Micluel s M Terry I Greg 'r• P&m &Olive & e, sna Glenda .. & oMr. • & L la • LaUienCe 59 1:.z .ink rut eebink Pete Lund y & Ma t 80 lieebink 80 Tema 67 . Wertz. 39 K I vand;en * urn ry „7 . aa.< trM ao eta! 46 • 3p &Nancy Jacobson• • a a nzMlerome • . Harvey abl David•2 • Mat-lr 60 Moll ' • Donald • 2 Larson • i Ce "` I°yCe s &Marvell t20.5 rete'-'°" & N"I' y Chris & Arlene Dona Walter t Wynvem T&e Mnnicken Olson Wangen &Judith :J 159.5 &Dorene Estates266.9 .7 Serier f�^'^"m • ' SB.x 78 Rodel !• 74.7 Jacobson 12 Donald & David 133.5 Rand &Sandra S lobe wood & re •v ames &Elinor Y omng C&C Ham Wilma Margaret &Dane l Lelah Roquette 8 • 4o Kevin zs Serer Schwab Wnger ! : 4 eeeau Nelson Johnson �_ & 38 RB Hageseth 47 Zignego Gerale 158.7 o p, 120 Kroenmg Fam 60 oc '�g e.a 5 `n.a ^w 154.8 Trust . ..+n• • 750 •� 80 U Suss^"` Q\l5n HZRe" 61.2 60 117 40 t]l 3z • `_ • 80 100 ul • 1. 38 s'. - t9.7 v N • M • Telford Dp°gca• Timothy• 19 • V. R&D Lee s • 7Q Roland & Ja alyn Victor & Rardy zo Kev n 47 60 Janet Lund Lee • 40 N & Ma ±x,n ° & Sylvia Everso 60 1`'2 ss Kroening Jon �z.; 640 sanav;g 73 F&R` Elizabeth s7z "^;^^^ • Trinko o,re aMao M..r 102.6 o. 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Irvin r a.ry • Bence & Judi[h Wolte 20 fi0 &Brenda 1 Barnes xt.5 James _� Doreen Anderson •Kpf11E,,, '�'.• 00. •&Kmie Vanasse Ba ° Kxk RO Family Trust • gam, Rode 80 Kent &Ann Merth Marjorie ss.l L 1z 5 75 120 Pe : B ao.z & Nl Rudesill Gibbs Clarence Ham & Audre .° 80 A d Richard F S- Roger & &Haley Y A A Y s M.�I • an Ander 110.5 Marsh • Terry BB 40 Sronu,n Blue x d o • osep x wre^• lerem. 20 = E rierre ; ;y & T H„m war Johnson 3 139.2 c, Sm z • tx s 40 • lanstng all 80 •o` = z''` : r 2100 2300 2 00 PIERCE Cour TY 2500 2600 JACOBSON INC. 1860 10th Avenue Baldwin, WI 54002 (715) 684-4600 Walter & Greg Jacobson Stampings • Subassembly Phone: (715) 698-2471 Fax: (715) 698-2335 SO y SONS TOOL INCORPORATED 460 THOMPSON ROAD WOODVILLE, WISCONSIN 5402E 20 m It� Wisconsin Department of Commerce SOIL EVALUATION REPORT Pa i of 3 Divi ;ion of Safety and Buildings g ti in accordance with Comm 85, Wis. Adm. Code Attach complete site plan on paper not less than 8 1/2 x 11 inches in size. Plan must County include, but not limited to: vertical and horizontal reference point (BM), direction and P�h IAJ G Parcell.D. percent slope, scale or dimensions, north arrow, and location and distance to nearest road. Please print all information. Reviewed by Date Personal information you provide may be used for secondary purposes (Privacy Law, s. 15.04 (1) (m)). Property Owner Property Location PKZ�L) Z Q' r i ti 0 Gevt. let— N W 1/4 S w 1/4 S Z I T z�b N R I b E (orow Property Owner's Mailing Address Lot # Block # Subd. Name or CSM# W S-19 330 `rt+ '-vti�, ) — P>�1�oS�� C-S" City State Zip Code Phone Number ❑ City ❑ Village ® Town • Nearest Road LIJI Sq-)6j I (-)LE ) E�J GP7-i—LC I Z._1O `51F 137-1 IQ New Construction Use: E� Residential / Number of bedrooms Code derived design flow rate 450 GPD ❑ Replacement ❑ Public or commercial - Describe: Parent material C� L �_L P t- `n Ll- Flood Plain elevation if applicable General comments and recommendations: � � 4 x SQ' 1) ST2LgLJ)lp Q a° EL(_ MIA, 19 r 0� S AS F! L(_ Boring # ❑ Boring ® Pit Ground surface elev. 7; 0 ft. Depth to limiting factor -;� 15 in. Horizon Depth in. Dominant Color Munsell Redox Description Qu. Sz. Cont. Color Texture Structure Gr. Sz. Sh. Consistence Boundary Roots •rr•• GPD/ft1 •Eff#1 'Eff#2 ` I 0-117 101R 3!2 — 51 �z h'L`( ,- CvS — . S Z 10 -ZF3 10 `t rL a/ — S 11 Z.m 3 7� Boring # ❑ Boring 1pr- 16 " 1 fD pit Ground surface elev. fL Depth to limiting factor 1-7 in. C!-,[ A-1;—+i— onto Horizon Depth in. Dominant Color Munsell Redox Description Qu. Sz. Cont. Color Texture Structure Gr. Sz. Sh. Consistence Boundary Roots GPD/ftz 'Eff#1 'Eff#2 c1-n 10'72 31b 3 1�-3S zs�tLyl Fz� s�rcz3ly L o`�, nt �i' — 3 . S Effluent #1 = 13005 > 30 < 220 mg/L and TSS >30 _< 150 mg/L ' Effluent #2 = BOD, < 30 mg/L and TSS < 30 mg/L CST Name (Please Print) Siqgature CST Number Arthur L. Wegerer 00'92 - 220254 Address W e g e r e r Soil Testing & Design Service Date Evaluation Conducted Telephone Number 421 N. Iiain St. River Falls, WI 54022 CY—LZ—w 715-425-0165 488034 3• I r ' Property Owner Parcel ID # Boring # ❑ Boring © Pit Ground surface elev. Of 6 - ft. T-QKJ"o)tiG P�t S " Depth to limiting factor 1 ' in. Page �— of 3 Horizon Depth In. Dominant Color Munsell Redox Description Qu. Sz. Cont. Color Texture Structure Gr. Sz. Sh. Consistence Boundary Roots Jull Mvplludllull mate GPD/ft' 'Eff#1 'Eff#2 I 0-9 1o`1tz3 Lz - St 1 Z`�blz s� I Z-'sb `-I'S 1--tR VA S`1 rz 31y L F-T I I LJ Boring # ❑ Boring R-tAt ) " / I ® Pit Ground surface elev. Cl 6•J ft. Depth to limiting factor 1 a in. Horizon Depth in. Dominant Color Munsell Redox Description Qu. Sz. Cont. Color Texture Structure Gr. Sz. Sh. Consistence Boundary Roots auu Mppncaoon mate GPD/ft2 'Eff#1 'Eff#2 �- lO" l ►z -�>l z — St I z `�)s Z 8-1g 1w-f1Z 3lre — s1 1 ZmShtz sh CS — _S •� -7SYrz ��6 �t� SCt2 3�y L I ❑ Boring � • SBoring # t I El Pit Ground surface elev. �S ft. Depth to limiting factor 1 `t in. Horizon Depth in. Dominant Color Munsell Redox Description Qu. Sz. Cont. Color Texture Structure Gr. Sz. Sh. Consistence Boundary Roots aon Hppucaaon mate GPD/ft' 'Eff#1 'Eff#2 Z �-I )0-1/2 3/fo 3 ►q ' Effluent #1 = BOD5 > 30 < 220 mg/L and TSS >30 < 150 mg/L ' Effluent #2 = BOD5 < 30 mg/L and TSS < 30 mg/L The Department of Commerce is an equal opportunity service provider and employer. If you need assistance to access services or need material in an alternate format, please contact the department at 608-266-3151 or M 608-264-8777. SBD-8330 (R.6/00) �i N a PLOT PLAN Scale 1' = 4o ' Page 3 o4b8o3-4 • w-i-K UT Uiv� x QOT'MM Or-�TLt 33. X Ct, 98-k4' eol \ g Z t�gys tr- 9s ° L-L 'J J JJ 3 BY'�l-}-i=-L'�---1uU.n��N �J41j161i. 31�14Di74 PUC_l�lipC--Wl--�k/, 715-425-0165 220254 b0-9- 1 CST Signature Date Telephone No. CST No. Job NO. Wiscontin Department of Commerce SOIL EVALUATION REPORT Page4gg�f 3 Divizion of Safety and Buildings in accordance with Comm 85, Wis. Adm. Code —i Attach complete site plan on paper not less than 8 1/2 x 11 inches in size. Plan must County S7- (2ZOV include, but not limited to: vertical and horizontal reference point (BM), direction and Parcel I.D. percent slope, scale or dimensions, north arrow, and location and distance to nearest road. Please print all information. Reviewed by Date Personal information you provide may be used for secondary purposes (Privacy Law, s. 15.04 (1) (m)). Property Owner Property Location Gent L t K1^-3 1/4 SW 1/4 S Z 1 T N R! 6 E (o W Property Owner's Mailing Address Lot # Block # Subd. Name or CSM# V�) ", S—) 9 rN-, V �--. -z— PRC1 P o S Q\> eS r" I City State Zip Code Phone Number ❑ City ❑ Village 21 Town ' Nearest Road pw7" el`M I ►NI KILL) 647-aCJ � Pv G2-3o `ram ST Ej New Construction Use: ® Residential / Number of bedrooms 3 Code derived design flow rate L GPD ❑ Replacement ❑ Public or commercial - Describe: Parent material Pot- 1 Flood Plain elevation if applicable ft. General comments r and recommendations: 1`�pv�� W19 jcspr�t�-�ZI�U�lp1V C°—��L r�lti. to ql gF Ski FILL Boring # ❑ Boring ��' ® Pit Ground surface elev. old-O ft. D4 to limiting factor 04 in. III Soil Application Rate Horizon Depth in. Dominant Color Munsell Redox Description Qu. Sz. Cont. Color Texture Structure r. Sz. Sh. Consistence Boundary Roots GPD/ft2 'Eff#1 'Eff#2 1 0 - s i. 'Z' S lD-ZrLVZ3 - slI Z�sb� sh Cg lvf s g yl6 Z ❑ Boring ❑ Boring # pit Ground surface elev. q I ft. Depth to limiting factor �7 in. Soil Application Rate Horizon Depth in. Dominant Color Munsell Redox Description Qu. Sz. Cont. Color Texture Structure Gr. Sh. Consistence Boundary Roots GPD/ft2 'Eff#1 I 'Eff#2 � D—� 1p�fZ 3LZ _ s1l nSz. Z�t-S�%'t wl,'� �S Z� •S -� Z_ 8—t-7 ItLtzV13 — sib Z`�s�k �, CS lu�,S 3 V1 37 -�SV2c/h s�rlZ31y L Effluent #1 = BODS > 30 < 220 mg/L and TSS >30 _< 150 mg/L ' Effluent 92 = BUUS < 3U mg/L and T55 < 3U mg/L CST Name (Please Print) Si ature CST Number Arthur L. Wegerer 0o`OtZ-Z 220254 Address W e g e r e r Soil Testing & Design Service Date Evaluation Conducted Telephone Number 421 N. Ilain St. River Falls, UI 54022 4�)—L2--UO 715-425-0165 W 488034 Property Owner V, Boring # Boring Parcel ID # �* Page `— of 3 ❑ Pit Ground surface elev. 3 C/ ft. Depth to limiting factor 1 b In. Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Soil A plicatioGPD/ft2 Rate Roots in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. / p --./ )O�{� �L Z _ s) Z`�Shk Iryt f� 'Eff#1 'Eff#2 �S ZS S .8 1 UT a )b33 S'rrLV/ I� Spa_ 31v l�sbk ❑ Boring # ❑ Boring ❑ Pit Ground surface elev. Horizon Depth Dominant Color Redox Description in. Munsell Qu. Sz. Cont. Color L C 0 3 �0+ ft. Depth to limiting factor in. Soil Application Rate Texture Structure Consistence Boundary Roots GPD/ft2 Gr. Sz. Sh. •Eff#1 'Eff#2 /FAMM — %-f n � o - Boring # ❑ Bori/ C 4 ✓ ❑ Pit Ground surface elev. ft. Depth to limiting factor in. Soil Application Rate i Depth =Dominantolor Redox Description Textureonsistence Boundary Roots GPD/ft2 in. Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 •Eff#2 Effluent #1 = BODS > 30 < 220 mg/L and TSS >30 < 150 mg/L ' Effluent #2 = BODB < 30 mg/L and TSS < 30 mg/L The Department of Commerce is an equal opportunity service provider and employer. If you need assistance to access services or need material in an alternate format, please contact the department at 608-266-3151 or TTY 608-264-8777. '00t MM C eNl PLOT PLAN Scale 1'=fib' a u . 0 ' �o rCUwt ov= "� (T" � NZ.. gizl ti -Z)1�1 NOT OR Page 3 of 3 488034 \2" PraouE _(SR-e� -tN aF Le 715-425-0165 220254 CST Signature Date Telephone No. CST No. L 488034 Rod Eslinger From: Rod Eslinger Sent: Wednesday, August 08, 2001 9:09 AM To: 'Jansky, Leroy' Cc: Kevin Grabau Subject: RE: Sword (Batho) Onsite Sorry for the confusion. Kevin and I both recall seeing redox features in horizon 2 ( 6-16 inches), not just at the plowed interface. I believe when I wrote "redox features exists" with an arrow pointing to the redox description column I was merely relating it to the horizon and that the plowed layer began at 6-7 inches. Kevin and I discussed this matter and agreed that horizon 2 on lot 2 (Batho) had the same soil characteristics as horizon 2 on lot 3 (Pendergrass). Maybe a second onsite is needed to re -verify the soil conditions before we continue with this matter. How does the County's report affect your review of this lot? It was our understanding that Art Wegerer needed to explain why the platy structure and redox features were present and why they were not indicative of soil saturation [ Comm 85.60 (2)]. Rod Eslinger Zoning Specialist Zoning Department 1101 Carmichael Road Hudson, WI 54016 Phone: (715) 386-4680 Fax: (715) 386-4686 mailto:rode@co.saint-croix.wi.us -----Original Message ----- From: Jansky, Leroy [mailto: Ijansky@commerce.state.wi.us] Sent: Wednesday, August 08, 2001 8:36 AM To: 'Rod Eslinger' Subject: RE: Sword (Batho) Onsite I'm still a little confused, and should have been more clear in my message to you. Please look at the comment made directly below (with arrow pointing to) the redox features found in horizon 2. It appears to me that the redox features may be for a depth of 6-7" and there were none from 7-16 inches. I recall seeing redox features in the AE horizon (transitional horizon) that was platy. However, I don't recall if there were redox features or not directly below. I had assumed that maybe there were none and the platiness at the bottom of the plow layer was were the redox features were. Please get back to me on this. Thanks. 1 488034 > -----Original Message----- • From: Rod Eslinger[SMTP:Rode@CO.Saint-Croix.WI.US] > Sent: Tuesday, August 07, 2001 4:19 PM > To: 'Jansky, Leroy' > Cc: Kevin Grabau > Subject: RE: Sword (Batho) Onsite > Hi Leroy, > Response to your earlier email: > Lot 2 Batho Onsite > June 18, 2001 > Present: Rod Eslinger, Kevin Grabau, Leroy Janske > Horizon > Structure > 1 > 2mgr > 2 > 1mpl > 3 Depth Color Consistence 0-6 10yr3/2 mfr 6-16 mfr 16+ Redox Descrip Texture N/A 19M 10yr 5/4 7.5 yr 5/6 flf sil > Notes: > The boring was hand dug using an auger. > Horizon 1 was an Ap (plowed layer) > We observed weak platy structure in the bottom 4-6 inches of horizon 1. > The redox. features in horizon2 were similar to those discovered on Lot 3 > (Pendergrass site). I believe that Art's test did not reflect what we > observed on the June 18th. Kevin and I both recall redox features > occurring > throughout horizon 2, as noted. > The biggest difference between lot 2 and lot 3 was the change in > elevation. > This site would have to qualify as an A + 0 with Dcomm approval. > Interpretative Determination under 85.60 (2) states the CST must explain > why the redox. colors in the 2nd horizon are not indicative of soil > saturation and why the platy structure exists. > It is a good idea that we have our own county onsite soil verification > form. > In the interim, I will cut and paste the notes above to our letterhead and > mail you a hard copy for your records. > Thanks and call me if you have questions regarding this matter. 2 488034 > Rod Eslinger > Zoning Specialist > Zoning Department > 1101 Carmichael Road > Hudson, WI 54016 > Phone: (715) 386-4680 > Fax: (715) 386-4686 > mailto:rode@co.saint-croix.wi.us > -----Original Message----- • From: Jansky, Leroy [maiIto: Ijansky@commerce.state. wi.us) > Sent: Tuesday, August 07, 2001 7:49 AM > To: 'Grabau, Kevin' > Cc: 'Eslinger, Rod' > Subject: Sword (Batho) Onsite > Need one clarification regarding your onsite at the above property. > You indicate a soil horizon from 6-16 inches and note redox features exist > at 6-7 inches. I recall this too, and assume that you did not note any > from > 7-16 inches which fits with Art's report (and I believe my recollection > too). > Please review your report and confirm the above assumptions. In addition, > it would be nice if someone would sign and date the report. Right now > anyone could have written the report since there is no signature on it. > Lastly, I would suggest that you do not use the Soil Evaluation Report > form > for county onsites. It gets a little confusing as to what role you're in > when that form is used. You should develop a report form of your own to > distinguish it from those used by CSTs. > Thanks. 3 488034 T( Hi Leroy, Response to your earlier email: Lot 2 Batho Onsite June 18, 2001 Present: Rod Eslinger, Kevin Grabau, Leroy Janske Horizon Depth Color Redox Descrip Texture Structure Consistence 1 0-6 10yr 312 N/A sil 2mgr mfr 2 6-16 10yr 514 7.5 yr 516 Nf sil Imp/ mfr 3 16 + Notes: The boring was hand dug using an auger. Horizon 1 was a Ap (plowed layer) We observed weak platy structure in the bottom 4-6 inches of horizon 1. The redox. features in horizon2 were similar to those discovered on Lot 3 (Pendergrass site). I believe that Art's test did not reflect what we observed on the June 18tt'. Kevin and I both recall redox features occurring throughout horizon 2, as noted. The biggest difference between lot 2 and lot 3 was the change in elevation. This site would have to qualify as a A + 0 with Dcomm approval. Interpretative Determination under 85.60 (2) states the CST must explain why the redox. colors in the 2„d horizon are not indicative of soil saturation and why the platy structure exist. It is a good idea that we have our own county onsite soil verification form. In the interim, I will cut and paste the notes above to our letterhead and mail you a hard copy for your records. Thanks and call me if you have questions regarding this matter. Rod Eslinger Zoning Specialist Zoning Department 1101 Carmichael Road Hudson, WI 54016 Phone: (715) 386-4680 488034 Fax: (715) 386-4686 mailto:rode(c,co.saint-croix.wi.us -----Original Message ----- From: Jansky, Leroy [mailto:ljansky@commerce.state.wi.us] Sent: Tuesday, August 07, 2001 7:49 AM To: 'Grabau, Kevin' Cc: 'Eslinger, Rod' Subject: Sword (Batho) Onsite Need one clarification regarding your onsite at the above property. You indicate a soil horizon from 6-16 inches and note redox features exist at 6-7 inches. I recall this too, and assume that you did not note any from 7-16 inches which fits with Art's report (and I believe my recollection too). Please review your report and confirm the above assumptions. In addition, it would be nice if someone would sign and date the report. Right now anyone could have written the report since there is no signature on it. Lastly, I would suggest that you do not use the Soil Evaluation Report form for county onsites. It gets a little confusing as to what role you're in when that form is used. You should develop a report form of your own to distinguish it from those used by CSTs. Thanks. 488034 Rod Eslinger From: Jansky, Leroy [Ijansky@commerce.state.wi.us] Sent: Tuesday, August 07, 2001 7:49 AM To: 'Grabau, Kevin' Cc: 'Eslinger, Rod' Subject: Sword (Batho) Onsite Need one clarification regarding your onsite at the above property. You indicate a soil horizon from 6-16 inches and note redox features exist at 6-7 inches. I recall this too, and assume that you did not note any from 7-16 inches which fits with Art's report (and I believe my recollection too). Please review your report and confirm the above assumptions. In addition, it would be nice if someone would sign and date the report. Right now anyone could have written the report since there is no signature on it. Lastly, I would suggest that you do not use the Soil Evaluation Report form for county onsites. It gets a little confusing as to what role you're in when that form is used. You should develop a report form of your own to distinguish it from those used by CSTs. Thanks. 1 488034 1101 Carmichael Road, Hudson, WI (715)386-4680 (715) 386-4686 - fax Fax To: AR-F W C-& 64C:3� From: f,,6//PJ U IKt,Q�3 Fax: I Z5-- — (p E � y Pages: (2,) Phone: 4-,?,C—, 016 Date: `i,J,. TT, Ztx jj v Re: — Iz Y CC: ❑ Urgent ❑ For Review ❑ Please Comment ❑ Please Reply ❑ Please Recycle 0 Comments: � 488034 aG � sin Department of Commerce SOIL EVALUATION REPORT Page of ivision of Safety and Buildings in accordance with Comm 85, Wis. Adm. Code County Attach complete site plan on paper not less than 8 1/2 x 11 inches in size. Plan must include, but not limited to: vertical and horizontal reference point (BM), direction and Parcel I.D. percent slope, scale or dimensions, north arrow, and location and distance to nearest road. b�� �1 b (o — Please print all information. Reviewed by Date Personal information you provide may be used for secondary purposes (Privacy Law, s. 15.04 (1) (m)). Property Owner Property Location Govt. Lot 0� 1 /4 S16 l4 S 2A T Z N R Oj,(or) W Property Owners Mailing Address Of LL oy# I Block # Subd. Name or CSM# City State Zip Code Phone Number ❑ City ❑ Village Town Nearest Road ( Luca,, ) / ��c,` 121 New Construction Use: ❑ Residential / Number of bedrooms Code derived design flow rate GPD ❑ Replacement ❑ Public or mmercial - Describe: tY Parent material `771 I Flood Plain elevation rf applicable ft. General comments and recommendations: 0-Boring 4,J .� • L �- • , • f - - , Apr - F-1Baring # ❑ Pit Ground surface elev. ft. Depth to limiting factor InM Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boun in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. CN Q 3 �4J-aA lg``?ti`%ttio lC Ll,' apt ed surface a ev. ft. Depth to limiting f1mr Soil lication Rate Redox Description Qu. Sz. Cont. Color Texture Structure Gr. Sz. Sh. Consistence Boundary Roots GPD/f H zon Depth in. Dominant Color Munsell `Eff#1 * Eff#2 �'� to ''�2 Si Zw- (�• �✓ T IF V J 0#2 B < 30 mg/L and TSS < 30 mg/ Effluent #1 BOD> 30 < 220 mg/L and TSS >30 < 150 m5 - - CST Name (Please Print) Signature ' ` a¢ST N rri �r D I Address Date Evaluation Cooducted Telephone Number I 488034 1101 Carmichael Road, Hudson, WI (715) 3864680 (715) 386-4686 - fax Fax Fax: �— 1O0 (2 r4 Pages: V Phone: ���� ®/ �� Date:l� �� C ❑ Urgent ❑ For Review ❑ Please Comment ❑ Please Reply ❑ Please Recycle • Comments: � I56?s - Ntqk--5, � pis ti�irk, a 09' 133.4 000 06! z 00100, Z11 Ull OLO ell 1-j 00. ere 61 poompl! I L6t, 0? —4 e911 OQ1' ., 6e/ TZ 6T ooc 4u o ZL6V 9eel 9rel reel 90 /.9// ezIl A4 L t-6111 9 / cj- J!� 119A J 0 7-7 ot zo >> > _ f, 6111 8/ A K1 VIO 1! 19A -J, it, 488034 Rod Eslinger From: Jansky, Leroy [Ijansky@commerce.state.wi.us] Sent: Wednesday, August 08, 2001 9:52 AM To: 'Rod Eslinger' Subject: RE: Sword (Batho) Onsite If the redox features were only in the 6-7" range, we will negate their significance as a zone of saturation, if plowed to remediate the condition. This means less sand in the mound because we can count the entire 16 inches not just 6-7. > -----Original Message----- * From: Rod Eslinger[SMTP:Rode@CO.Saint-Croix.WI.US] > Sent: Wednesday, August 08, 2001 9:09 AM > To: 'Jansky, Leroy' > Cc: Kevin Grabau > Subject: RE: Sword (Batho) Onsite > Sorry for the confusion. > Kevin and I both recall seeing redox features in horizon 2 ( 6-16 inches), > not just at the plowed interface. I believe when I wrote "redox features > exists" with an arrow pointing to the redox description column I was > merely > relating it to the horizon and that the plowed layer began at 6-7 inches. > Kevin and I discussed this matter and agreed that horizon 2 on lot 2 > (Batho) > had the same soil characteristics as horizon 2 on lot 3 (Pendergrass). > Maybe a second onsite is needed to re -verify the soil conditions before we > continue with this matter. > How does the County's report affect your review of this lot? It was our > understanding that Art Wegerer needed to explain why the platy structure > and > redox features were present and why they were not indicative of soil > saturation [ Comm 85.60 (2)]. > Rod Eslinger > Zoning Specialist > Zoning Department > 1101 Carmichael Road > Hudson, WI 54016 > Phone: (715) 386-4680 > Fax: (715) 386-4686 > maiIto:rode@co.saint-croix.wi.us 1 . ' 488034 > > -----Original Message----- • From: Jansky, Leroy [ ma i Ito: Ija nsky@com merce. state. wi. us] > Sent: Wednesday, August 08, 2001 8:36 AM > To: 'Rod Eslinger' > Subject: RE: Sword (Batho) Onsite > I'm still a little confused, and should have been more clear in my message > to you. Please look at the comment made directly below (with arrow > pointing > to) the redox features found in horizon 2. It appears to me that the > redox > features may be for a depth of 6-7" and there were none from 7-16 inches. >I > recall seeing redox features in the AE horizon (transitional horizon) > that > was platy. However, I don't recall if there were redox features or not > directly below. I had assumed that maybe there were none and the > platiness > at the bottom of the plow layer was were the redox features were. > Please get back to me on this. Thanks. > > -----Original Message----- * > From: Rod Eslinger[SMTP:Rode@CO.Saint-Croix.WI.US] > > Sent: Tuesday, August 07, 2001 4:19 PM > > To: 'Jansky, Leroy' > > Cc: Kevin Grabau > > Subject: RE: Sword (Batho) Onsite > > Hi Leroy, > > Response to your earlier email: > > Lot 2 Batho Onsite > > June 18, 2001 > > Present: Rod Eslinger, Kevin Grabau, Leroy Janske > > Horizon Depth Color Redox Descrip Texture > > Structure Consistence > > 1 0-6 10yr 3/2 N/A > sil > > 2mgr mfr > > 2 6-16 10yr 5/4 7.5 yr 5/6 f1f > sil > > impl mfr > > 3 16 + z t IMF" ' 488034 > > Notes: > > The boring was hand dug using an auger. > > Horizon 1 was an Ap (plowed layer) > > We observed weak platy structure in the bottom 4-6 inches of horizon 1. > > The redox. features in horizon2 were similar to those discovered on Lot >3 > > (Pendergrass site). I believe that Art's test did not reflect what we > > observed on the June 18th. Kevin and I both recall redox features > > occurring > > throughout horizon 2, as noted. > > The biggest difference between lot 2 and lot 3 was the change in > > elevation. > > This site would have to qualify as an A + 0 with Dcomm approval. > > Interpretative Determination under 85.60 (2) states the CST must > explain > > why the redox. colors in the 2nd horizon are not indicative of soil > > saturation and why the platy structure exists. > > It is a good idea that we have our own county onsite soil verification > > form. > > In the interim, I will cut and paste the notes above to our letterhead > and > > mail you a hard copy for your records. > > Thanks and call me if you have questions regarding this matter. > > Rod Eslinger > > Zoning Specialist > > Zoning Department > > 1101 Carmichael Road > > Hudson, WI 54016 > > Phone: (715) 386-4680 > > Fax: (715) 386-4686 > > mailto:rode@co.saint-croix.wi.us > > -----Original Message----- * > From: Jansky, Leroy (mai[to:Ijansky@commerce.state. wi.us] > > Sent: Tuesday, August 07, 2001 7:49 AM > > To: 'Grabau, Kevin' > > Cc: 'Eslinger, Rod' > > Subject: Sword (Batho) Onsite > > Need one clarification regarding your onsite at the above property. 3 488034 -4o _ _� Q Ccc;� _'(t'_n_In��l,� C(I�i G(r�c� g � e jj k-e-f. 0 n P(() 41 -) ucs�-ao-44-on-V--�v C�rMU �� ottna L4 --' p u c_P-�' Se:S_,_d ur_i t�_ _� �c�scx� c�,(�I� h o u.� s o__ -�-h �e V, 0, C-1 e I'v F D RECE'VFD 0 J-'y ST Cz�Olxco, % FFINC _ e4NGjaF 488034 t l�ollisfe�'S Soil Tesfinq l"lory Jo f1011151er W5)875 G�)Ofh Avenue Piver p70115, Wi5con5in f)-4022 DALE' OcTogC--,� 1y, Zoo,,, f_ERoy :A�ky }!RT N u1Q (r_OT3I ►,W\I4),SV44 , S 21, 7-2,6. R�bw� To L�RON , TF-!E OgS�.1CVAZ1O� r IPES o+J M,4y 21� Z.00lsa � �.UALl.t�4Tt0.>J F�CPO2'T Sun�Mi T"iED g�/ fi►K'Tllf� WE.E�,��, 74iE �RflPO�cD DrcPTH vJ1L� /u� l3� LESS TNh� �y I PER COMM HS.4,D ANY Q�E,TIbNS 0►2 s�oN p�PE ®= 0$51r-KVATION ptpr-] 4 F'41 CC � 57. CR.oI�C Cp�,►J�\) z0N � ni6 mo AAC)aT �k wi 1`t A3 E LTT 3 488034 ST. CROIX COUNTY its NPNIJIVNI J August 15, 2001 RE: Certified Survey Map 14/4020 To Whom It May Concern: WISCONSIN ZONING OFFICE ST. CROIX COUNTY GOVERNMENT CENTER 1101 Carmichael Road Hudson, WI 54016-7710 (715) 386-4680 FAX (715) 386-4686 In agreement with the Town of Eau Galle, the St. Croix County Zoning Department has agreed to enforce a 50 ft. building setback on Lot 1 of the Certified Survey Map recorded in Volume 14, Page 1420. The recorded map shows a 100-ft. setback. Record of this agreement will be kept in the parcel file records kept at the Zoning Office. The Parcel Identification Number is 008.1061.20.2009) Should you have questions or concerns, please contact the Zoning Office. Sincerely, Mary J. Jenkins Assistant Zoning Administrator C: Clerk, Town of Eau Galle Arthur Batho, Owner Kevin Brathol, Realtor Robert Lannan, Surveyor File Aft &,7L1�0 X03-A 034 (. 'JYo�yy- ti I D" W e'� / j4, 6iGt UUw Ol�.a1 , 0 ---__ ----- o o CfRTlflfO oflyfr MAP located in the HW 1/4 of the SW 1/4 of Section 21, 128 H, R aG W, Town of Eau Oak, St. (roiz (ounty, Wisconsin. Prepared for Arthur Batho EAST I/4 COR. SECTION 21 O O v BEARINGS REFERENCED TO THE WEST LINE OF THE SW 1/4 OF SECTION 21 ASSUMED AS N00000'00"E IC i— -x- EGEN® h IO l"X 24" IRON PIPE SET WEIGHING /. 13 LBS. /LINEAL JNU T FOUND I" IRON P W 1L� FOUND COUNTY ENT T V'!_ OlL BORING S Q I < —500°00'0011W — — 944.63' 1,> I I' 294.86" 101. 63, 233. 24' '�? I 334. ' 207, 534 S0. FY. q 207,534 S0. FF. 207,534 50. FT. 1 OR I OR OR N b I 4, 764 AC. O 4. 764 A C. 1 1 4. 764 C. O IrvLL. R/W b O INCL. R/W O q Y INCL. R/W O p L b N r� e m LOT l b b LOT 2 LOT 3 h e L.-I I W m S0. FT19776 . , 9 S0. Fi 196, OR 197,141 4 S0. fY. OR 3 W OR _ 66' q v Ip 4.526 AC. M 4.540 AC. 7 4.511 AC. `!I >� EXCL. R/W ON o EXCL. R/W EXCL. RI 1• no H O 00 . 100' 2 H SETBA+ ? LINE SW COR WEST 1/4 ° ^ A - Z SEC. 2I e ro AL A COR. SEC. 21 b ^ l 332.87' 1 88' 296. 8-' C%L 314. 6a — 230tn294.87 STREET _ J -� - - - _N00°00'00"E - =944. 63' _ 0 V�\1lhtlltll�dN1Y/qq a N a 6ROBfRT INffffgf AND AIIDI/ATff' /Nl. u ' 'pE ma B90ADITiN#001 W1 =y •.• ANOfT, WIMOKOf4an ti ,gtio SUFN' '!NIllII111111111111 Afff 7 Of 3 2 UIH U)A3 —IW d _ 3AO. 0 7 O w W - � o 2 7��= CfRTIflfO IUR{'fj IMPLCFD Ywa �Wo-�a located in the NW 1/4 of the SW 1/4 of Section n, T 18 N,Rib W, Town of Eau Wile, St. (0 county, Wisconsin. Prepared for Arthur Batho APPROVED EAST 1/4 CDR, ST. CROIX COUNTY SECTION 21 Planning Zon — — ^- —flee flee a JAN 1 7 2001 BEARINGS REFERENCED TO THE WEST LINE OF THE SW 1/4 OF SECTION 21 /� • • /q qot r �(Idpa �aparpn j shall set I ASSUMED AS N 00 ° 00'00"E 1I cri N ? (LEGEND � I �_ WEIGHING O I"X 24" IRON PIPE SET 1.13 LBS. /LINEAL FOOT kn 0 FOUND l" IRON PIPE � \I W 1Z FOUND COUNTY MONUMENT I I ` � lr?�'r_ � ;L A 50/L BORING SITE O I ——500*00'00"W — — 944.63' — — o 294. 88' i 314. 88' lO1. 63, 233. 24' 1z.. I 334. 87' I 11 `1 I 207, 534 SO, FT. 207, 534 S0. Fr• 207, 534 SO, FT. OR H m OR I <' OR i 4. 764 AC. O 14 4.764 AC. r,� O 4JC 64L. R Aw I � INCL. R/W b O �C, INCL. RlW O O b b O o m LOT- LOT 2 LOT 3 l it m ti Lto m W � 197,141 SO. FT. 197, 769 SO. FT. 3 /96, OR 50. F1' 10 OR O OR 4. 66' 4.526 AC. h 4. 540 AC. 7 CL. R/W AC. 3 ` I �N p I EXCL. R/W N N EXCL. R/W M - EXCL - O h o o b b O ill N 2 N SETBACK h LINE o q �.- I /00' m SW WEST 1/4 O r\ Y NOO4 00'00"E 944. 63'; —.— SEC. . CDR. SEC. 2/ b V1 t 332. B7'_ As" 1640.4 314. 90' i >K- 2.M 334. X— 5 tP 94.07' STREET 314. 8B' m-NOO°00'00"E - _944_63' l 4``�`4,u\YInINS1uq 4 a` 6ERj; NOO° 00' 00" E 2651. IB' NN 6. HUT NNW AND Al1Ul/Alfl, /b'<. � 4 /40 B90AOlf9fff/�J M PR `' r FB off, 90Mf402/ '(4Nn crrFt�rc Afff lOf3 Vol.14 Page 4020 Safety and Buildings Division County 201 W. Washington Ave., P.O. Box 7162 5 r Nu t er X iseonsin Madison, WI 53707 - 7162 Sanitary Permit Number (to be filled in by Cu-) (608) 266-3151 Department of Commerce State Plan I.D. Number Sanitary Permit Application In accord with Comm 83.21, Wis. Adm. Code, perrsonamf rmattion you provide Project Address (if different than mailing address) maybe used for secondary purposesy 1. Applica Information - Please Print All Information 3 ,3, Z 3 0 rh 5 Parcel # Lot # Block # Property Owner's e 5, l l e Property Location Property Owner's Mailin ddress �, � V N� � 5 Y., Section 2 3S� City, State Zip Code Phone Number (circl1ere,) CL�i�Ol'I (iV( S�t70L1 S�(�O� T12 N: R16 Eo( II. Type of Building (check all t apply) division Name CSM Number 0 1 or 2 Family Dwelling - Number of rooms ❑ Public/Commercial - Describe Use ❑City_❑Village OTownshiPofE& uA lle ❑ State Owned - Describe Use 111. Type of Permit: (Check only one box line A. Complete line B if applicable) A. 10 New System ❑ Replacement Syste ❑ Treatment/Holding Tank Repla ent Only ❑ Other Modification to Existing System List Previous Permit Number and Date Issued B. ❑ Permit Renewal ❑ Permit Revision Change of ❑Per Transfer to New Before Expiration ' tuber O IV. Type of POWS ) stem- Check all that a I ❑ ❑Single Pass Sand Filter ❑ Non -Pressurized In -Ground [IMound > 24 in. of suitable soi PT nd < 24 in. of suitable soil ElAt-Grade Constructed Wetland ❑ Pressurized In -Ground ❑ Holding Tank Peat Filter ❑ Aerobic Treatment Unit ❑ Recirculating Sand Filter ❑ ❑ Leaching Chamber [I D Li Gravel Pipe ® Other (explain) w � 74 Grc ^./ wirf% Nit r • h c e Recirculating Synthetic Media Filter g V. Dis ersal/Treatment Area Information: uired (sf) Dispersal Area Proposed (sf) System Elevation Design Flow (gpd) Design Soil Application Rate(gpdst) spersal Area q O' r yao '. * �Z03� 4 J ii • � Prefab Site Steel Fiber Plastic Capacity in Total tuber Man cturer Glass VI. Tank Info Concrete Constructed Gallons Gallons f Units New Existing Tanks Tanks 1. p ✓ Septic or Holding Tank 100 16 tin/ "e 5 ell 6 0 rt 7�. A Aerobic Troamxnt Unit �( Dosing Chamber 5� S (� f v • e v C o VII. Responsibility Statement- I, t ndersigned, assume responsibility for installation of the PO S shown on the attached Business Phone Number P1bber's SignaturNumber _ Plumber's Name (Print) PAr313 ►r r1 14LVI=/ i L a t Plumber's Address (Street, City, te, Zip Code) tJ U N 6 g 1 D �f f G 3S- VIII. County/De art t Ilse Onl nitary Permit Fee (includes Groundwater Date Issued uing Agent Signature (No Stamps Sa ❑ Approved ❑ pproved Surcharge Fee) wrier Given Reason for Denial 1X. Condition f Approval/Reasons for Disapproval Attach complete plans (to the County only) for the system on paper not less than SlR : 11 inches in size SBD-6398 (R. 01/03) 488034 1 ST CROIX COUNFY SEPTIC TANK MAINTENANCE A(- REEMEW AND AC. w OWNERStUP CERTIFICATION FORM Owner/Buyer .— S hewed G C h1-adtC Mailing Address 5 SO - 11 UC C= Lk Y ray ► t.t.-' 1 S`� 00 L{ Property Address 72" S 7- (Verification required from Planning Department for new i tU&t/,vi ��� a�—(C6 )C Llcc1 C,ttylStnie , � _- � Parcel Identification Number � �� l -AL IIJ��;(,I�IPTICI►1V Property Location A�K '/., $ l?� '/�, Sec. 2 1 . T 2 : N-l. L�___ W, Town of ��t �' �et Subdivision Lot # Certified Survey Map # ._ G 3 6 9-!571S , Volume / q -__, Page P - 0,9 0 Warranty Deed # — _ 75 7... Zvl'^3 _..__ Volume 2 S 3 S , Page # _l �2 S Spec house 0 yes 0 no Lot lines identifiable B yes El no y E]VMAIN 'i+'.N &NC'E Irnproper use and maintenance of your septic system could result in its premature failure to handle wastes. Proper maintenance consista of pumping out the septic tank every three years or sooner, if needed by a licensed pumper. What you put into the system can affect the fiuw ion of the septic tank as a treatment stage in the waste disposal Systfem lire property owner agrees tv submit to St. Croix Zoning Deparuncnt a ccrii6cation form, signed by the owner and by a waster, plumber, joumeymm plumber, restricted plumber or a licensed pumper verifying that (1) the on -site wastewaterdisposal system is in proper operating condition andlor (2) after inspection and pumping (if necessary), the septic tank is less than Y3 full of sludge. Uwe, the undersigned have read the above requirements and agree to maintain the private sewage disposal system with the standards set forth., herein. as set by the Department of Commerce and the Department of Natural Resources, State of Wisconsin. Certification stating timt your septic systerlr has been maintained must he completed and returned to the St_ Croix County Zoning Office within 30 dsf a he yea rxpitti date. LACL yAAPPLICANT N� �CER.'X �C ATIC�I!d the- e. owner(s) of I (we) rerilfy lint all statements on this form are true to the best of my (our) knowledg I (we) am (are) Ile Ft described aktblry, by virtue of a warranty deed recorded to Register of Deeds Office. c_ �It,WATURE OF APPLICANT DATE information that is mis-represented may result in the sanitary permit being revoked by the Zoning Department. include with this application, a stamped warranty deed from the Register of Deeds office a copy of the certified survey map if reference is trade in the warranty deed 488034 ST CROix COUNTY SEPTIC TANK MAINTENANCE AGREEMENT AND OWNERSHIP CERTIFICATION FORM Owner/Buyer S ¢ h a w ✓i Ch VOL d 1-e Mailing Andress 3 s0 _ A Ve Y fi0�� w r s o ( r Property Address " 3 0 Th S 7- (Verification required from Planning Department for new construction) City/Stale Ra L,4w, k1 t,4-1 1 Parcel Identification Number 0 C)9 ^ t 614y -L1 CGS LEGAL DESCRIPTION Property Location iu_ r/., S w r/4, Sec. 2, T 2 L N-R j W, Town of Lot # Subdivision Fl Certified Survey Map It 0 A Volume Page t# _ ViRif D Warranty Deed # , Volume __-, Page # Spec house ® yes 0 no Lot lines identifiable ® yes 0 no SYSTEM MAIl�i'1'EN Improper use and maintenance of your septic system could result in its premature failure to handle wastes. Proper maintenance consists of pumping out the septic tank every three years or sooner, if needed by a licensed pumper. What you put into the system can affect the function of the septic tank as s treatment stage in the waste disposal system. The property owner agrees to submit to St. Croix Zoning Department a certification form, signed by the owner and by a nmWplumber, journeymanplumber, restrictedplumber or a licensWpumPer vtnfytng that (1) the on -site wastewaterdispowd system is in proper operating condition and/or (2) after inspection and pumping (if necessary), the septic tank is less than 1/3 full of sludge. 1/we, the undersigned have read the above requirements and agree to maintain the private sewage disposal system with the standards set forth, herein, as set by the Department of Commerce and the Department of Natural Resources, State of WiscOms Certification office within 3e stating that your septic systegi has been maintained must be completed and returned to the St Croix County Zoning days Of c dace yea# wi#tigq date. ` DATE 96KATURB,BF1iPPLICANT t1+1ER CRTLR1rCATI0N I (we) ce that all statements on this form are true to the best of my (our) knowledge. I (we) am (are) the owner(s) of the p desc�. g, by virtue of a warranty deed recorded in Register of Deeds Office. DATE ���IG1A'I'Uitl) OF APPLICANT «*««*« k�Y information that is mis-ropresentedmay result in the sanitary per mit being revoked by the Zoning Department.'' *" «« Include with this application: ffice a�dpy of if stamped othe certified survey map if reference is made in the warranty deed 7!:-5 7 7 6 3 488034 U 2 5 3 5 P 1 2 5 DOCUMENT NO. WARRANTY DEED This Deed, made between Arthur H. Batho and Sharon Batho, husband and wife, Grantor, and Shawn Schradle and Nell Schradle, husband and wife as survivorship marital property, Grantee, WITNESSETH, That the said Grantor, for a valuable consideration conveys to Grantee the following described real estate in St. Croix County, State of Wisconsin: KATHLEEN H. WALSH REGISTER OF DEEDS ST. CROIX Co., WI RECEIVED FOR RECORD 03/26/2004 10:00AK WARRANTY DEED EXEMPT ti REC FEE: 11.00 TRANS FEE: 174.00 COPY FEE: CC FEE: PAGES: 1 RETURN TO: Estreen & Oaland ' 304 Locust Street Tax Parcel No: 008-1061-20-400 That part of the Northwest Quarter of the Southwest Quarter (NW1/4 of SW1/4), Section Twenty Seven (27), Township Twenty Eight (28) North, Range Sixteen (16) West described as follows: Lot Three (3) of Certified Survey Map recorded in Vol. 14 of Certified Survey Maps, page 4020 as Document No. 636955. St. Croix County, Wisconsin. This is not homestead property. Together with all and singular the hereditaments and appurtenances thereunto belonging; And grantors warrant that the title is good, indefeasible in fee simple and free and clear of encumbrances except easements, conditions and convenants and will warrant and defend the same. Dated this 22nd day of March , 2004. (SEAL) (SEAL) AUTHENTICATION Signature(s) authenticated this _ day of 20 TITLE: MEMBER STATE BAR OF WISCONSIN (If not, authorized by §706.06, Wis. Stats.) THIS INSTRUMENT WAS DRAFTED BY LOBERG LAW OFFICE Robert L. Lobera (Signatures may be authenticated or acknowledged. Both are not necessary) jb / (»/ styes (SEAL) Art r Batho L �(SEAL)� Sharon Batho ACKNOWLEDGMENT STATE OF WISCONSIN ) ) ss. COUNTY OF ST. CROIX Personally came before me this 22 day of March , 2004 the above named _ Arthur Batho and Sharon Batho to me known to be the persons who executed the foregoing instrument and acknowledge the sam J di Bach Nbt'ary Public St. Croix County, Wis. My Commission is permanent. (If not, state expiration date: 9-19-04 .)