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Home My WebLink About038-1073-40-000 Wisconsin Department of Commerce PRIVATE SEWAGE SYSTEM County: Safety and Building Division St. Croix INSPECTION REPORT Sanitary Permit N:552337 (ATTACH TO PERMIT) 771 GENERAL INFORMATION State Plan ID No: Personal information you provide may be used for secondary purposes [Privacy Law, S. 15.04 (1)(m)]. Permit Holder's Name: City Village X Township Parcel Tax No: Re er, Ronald Star Prairie, Town of 038-1073-40-000 CST BM Elev: Insp. BM Elev: BM Description: Section/Town/Range/Map No: /Z I T 17.31.18.30203 TANK INFORMATION ELEVATION DATA TYPE MANUFACTURER CAPACITY STATION BS HI FS EL.~EV.V. 7-53167-$3 Septic Benchmark Dosing Alt. B~►n Aeration 66" 6 -7:5 Bldg. Sewer Holding / ik S St/Ht Inlet TANKS ETBACK IN ORMATION St/Ht Outlet TANK TO P WELL BLDG. Vent to Air Intake ROAD Inlet p d Septic - Jc~ / mt-Betlca M /D tog / ~p 76 Zd P-'t/)• ! 9(.. Y~ ~ Header/Man. /zs a 756 ( 9 77 5.~{ !®z.t Aeration 5 Dist. Pipe 5.a$ 16 Z.5t5 Holding Bot. System PUMP/SIPHON INFOR ION Final Grade M103. anufacturer Demand ~f ~g o 21. ~ ~ St Cover GPM C"~' J Le, 7 /IjI~ • S Model Number 46A l 5Z- 44.5 TDH Lift., 1Z, Friction Loss System Head TD 3. L 3. Z 5 f1h /5, !b 92.37 Force main Leng19b Dia. / Dist. to Well Z /53 SOIL ABSORPTION SYSTEM BED/TRENCH Width Length No. Of Tenches r T DIME No. 1"s Inside Di Li uid Depth DIMENSIONS 7 15 7L f~LJ SETBACK SYSTEM TO P/L BLDG WELL LAKE/STREAM LEACHING Manufacturer: INFORMATION Typ System: CHAMBER OR QU 2j~ /,35 7D UNIT Model Number: DISTRIBUTION SYSTEM v G Header/Manifold / 111 Distribution x Hole Size , x Holpacing Ven Air Inta Pipe(s) „S Length 3' 67 Dia Z Length Dia Spacing Z. L/ SOIL COVER x Pressure Systems Only xx Mound Or At-Grade Systems Only De th Over P Depth Over __T)x_Depth of xx Seeded/Sodded xx Mulched . i Bed/Trench Center Bed/Trench Edges Topsoil s FM~ No s Frvs~ No COMMENTS: (Include code discrepencies, persons present, etc.) Inspection #1: 5/ 1S/ L Inspection #2: Location: 914 214th Avenue Somerset, WI 54025 (NW 114 SW 1/4 17 T31N R18WA Lot 3 nn r~6cj blz. - ~ Parcel No: 17.31.18.302C3 1.) Alt BM Description= 4"4-JA, l .•-sek 2.) Bldg sewer length = t j,, ~,,p ^3~d1 - amount of cover = ✓ ~t V 3.) Contour = J Plan revision Required? Yes I~ No Use other side for additional information. tT ✓ SBD-6710 (R.3/97) Date Insepctor's gnature Cert. No. REYER PLOT PLAN - N 1 BM1 Elevation = 100.00' Top of 2" PVC pipe A iBM2 Elevation - °309.03' Bottom of siding. ■ Backhoe pits Slope=10% System Elevation : 101.84' Contour Line Elevation = 100,32' i Legal Description: NW114, SW1f4, S17, T31 N, RI 8W , Township: Star Prairie County: St. Croix Scale: 1 40 P1D 038-1073-40=000 2.24 Acres (see map on back) NOTE: Old system to be abandoned as per SPS 383.33 4 inch Sch 40 ASTM D2665,2 inch Sch 40 -ASTM D1785,1112 Sch 40- ASTM D1785 To SI i ~ , i Jr s l { 30AtiacsA AR'AC HOUs e ;t X12 I i ~ { opt"` ~ f-it yr t - i zyil_6 fir. ''J- yr riA ✓ ,}y is T L~1. -7 7 5:0. L SHE!) iZx ~LaBrO_ _a t .s bob {r .i+axiy County ltj Safety and Buildings Division S j Cl2C~ If i~ rl 201 W. Washington Ave., P.O. Box 7162 Sanitary Permit Number (to be filled in by Co.) 11 pa` Madison, WI 53707-716~Z N 5 J 33-7 Transaction Number -State Sanitary Permit Application In accordance with SPS 383.21(2), Wis. Adm. Code, submission of this form to a`661 1,91it Z 07 06) / 4 1. *No is required prior to obtaining a sanitary permit. Note: Application forms for 11q oject Address (if different than mailing address) Vjj the Department of Safety and Professional Servies. Personal information you vide ma o purposes in accordance with the Privacy Law, s. 15.04 1 m , Stats. 1. Application Information - Please Print All Information It nil% Property Owner's Name 2 1201? arcel # L-4N IO 5ra5,4N `i. CROIX COUNTY ©3 f6 °l © 73 - Z/O - 000 Property Owner's Mailing Address O+.o+ OFFICE operty Location 3a 2 3 9/ / Z / q /-4 /f~ r v e Govt. Lot G ~ City, State Zip Code Phone Number N W Y. S 1/(l Section ~Z Co,~~{ T 1A r © Z ~ ucleone c-125 f' 1 YV T N; R E o IL Type of Building (check all that apply) Lot # I or 2 Family Dwelling - Number of Bedrooms Subdivision Name Bloc c5 M o z- D- O 77 ❑ Public/Commercial -Describe Use ❑ City of ❑ State Owned - Describe Use CSM Number f! ❑ Village of 7 nn l~ ® Town of 5T,41 e F~M /l 11 7 A2 X S5.7Z a~~ IR. Type of Permit: (Check only one box on line A. Complete line B if applicable) A. ❑ New System Replacement System ❑ Treatment/Holding Tank Replacement Only ❑ Other Modification to Existing System (explain) B. ❑ Permit Renewal ❑ Permit Revision ❑ Change of Plumber ❑ Permit Transfer to New List Previous Permit Number and Date Issued Before Expiration Owner IV. Type of POWTS S stem/Com nent/Device: Check all that a ❑ Non-Pressurized In-Ground ❑ Pressurized In-Ground ❑ At-Grade 9 Mound > 24 in. of suitable soil Mound < 24 in. of suitable soil ❑ Holding Tank ❑ Other Dispersal Component (explain) ❑ Pretreatment Device (explain) V. Dis rsaV17rea ent Area Information: Design Flow (gpd) Design Soil Application Rate( f) Dispersal Area Required (s0 Dispersal Area Pro (s System Elevation VL Tank Info Capacity in Total # of Manufacturer' Gallons Gallons Units ° o b New Tanks Existing Tanks I c u 3 U v~ yr w C7 a Septic or Holding Tank ! O / ®OO Z O Z r &O C P S Dosing Clhamber J-0 175'0 1 ' i 1=5 t VII. Responsibility Statement- I, the undersigned, assume responsibility for installation of the POWTS shown on the attached plans. Plumber's Name (Print) Plunibe ' i re MP/MPRS Number Business Phone Number 7~ 0 7~ 5 -7~ c~ v Yid ~6 J rrf N SC r~ cwt (T t Z Z3 Plumber's Address (Street, City, State, Zip C2de) &/(0 1,5-07-"' /f v ~o I E sc 7', 5 VO.?S, VIEL Coun /De artment Use On pproved ep Per/mit Fee Date ued Issuing A ignature roen on for Denial $ `°7~ . e IIt. Condi0t4IA1Qeasons for Disapproval 1. $eptje tank, effluent filter and .3~ C01~ f- 4r,S d dispersal call must all be servlces I mairstained. ass per management plan provided by plumber, ! 6t✓/ t~~ C~~ / 2. Ag se(back requlnements must be maintained I~ c as per appkable code / sxdinancea; Attach to complete plans for the system and su t to FLI oo J~:~less than 8 W z I I inches in size 1 d'- 0 SBD-6398 R. 11/11 6' ~9kPART~rENj Safety and Buildings 3824 N CREEKSIDE LA 0 HOLMEN WI 54636 3 S P Contact Through Relay S www.dsps.wi.gov/sb/ 9 " w www.wisconsin.gov ~O ssroNNN, Scott Walker, Governor Dave Ross, Secretary April 24, 2012 CUST•ID No. 223760 ATTN. PO WTS Inspector JOHN F SCHMITT ZONING OFFICE SCHMITT & SONS EXCAVATING ST CROIX COUNTY SPIA 616 150TH AVE 1101 CARMICHAEL RD SOMERSET WI 54025 HUDSON WI 54016 CONDITIONAL APPROVAL PLAN APPROVAL EXPIRES: 04/24/2014 SITE: Identification Numbers Ronald & Susan Reyer Transaction ID No. 2078014 914 214TH Ave Site ID No. 778585 Town of Star Prairie Please refer to both identification numbers, . St Croix County above, in all correspondence with the agency. NW1/4, SW1/4, S17, T3 IN, R18W FOR: Description: Four Bedroom Mound System / 10% slope Object Type: POWTS Component Manual Regulated Object ID No.: 1368085 Maintenance required; Replacement system; 600 GPD Flow rate; 25 in Soil minimum depth to limiting factor from original grade; System(s): Mound Component Manual - Version 2.0, SBD-10691-P (N.01101), Pressure Distribution Component Manual - Version 2. 0, SBD-10706-P (N.01/O1); Effluent Filter The submittal described above has been reviewed for conformance with applicable Wisconsin Administrative Codes and Wisconsin Statutes. The submittal has been CONDITIONALLY APPROVED. This system is to be constructed and located in accordance with the enclosed approved plans and with any component manual(s) referenced above. PRIVATE SEW The owner, as defined in chapter 101.01(10), Wisconsin Statutes, is responsible for compliance with all code requirements. Cond . 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: A APPR Reminders DIVISION OF • 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. SEE CORRES • Inspection of the private sewage system installation is required. Arrangements for inspection shall be made with the designated county official in accordance with the provisions of Sec. 145.20(2)(d), Wis. Stats. • A state approved effluent filter is required. Maintenance information must be given to the owner of the tank explaining that periodic cleaning of the filter is required. Access to the filter for cleaning must be provided per SPS 384 product approval conditions. • The area within 15' downslope of the dispersal cell shall remain undisturbed. Vehicular traffic, excavation or soil compaction is prohibited in this area. The section of force main located within this area shall be installed in a trench no wider than 12". • A copy of the approved plans, specifications and this letter shall be on-site during construction and open to inspection by authorized representatives of the Department, which may include local inspectors. JOHN F SCHMITT Page 2 4/24/2012 Owner Responsibilities • The current owner, and each subsequent owner, shall receive a copy of this letter including instructions relating to proper use and maintenance of the system. Owners shall receive a copy of the appropriate operation and maintenance manual and/or owner's manual for the POWTS described in this approval. • The owner of a POWTS shall be responsible for ensuring that the operation and maintenance of the POWTS occurs in accordance with this chapter and the approved management plan under s. SPS 383.54(1). • In the event this soil absorption system or any of its component parts malfunctions so as to create a health hazard, the property owner must follow the contingency plan as described in the approved plans. • The owner is responsible for submitting a maintenance verification report acceptable to the county for maintenance tracking purposes. Reports shall be submitted at intervals appropriate for the component(s) utilized in the POWTS. In granting this approval the Division of 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 and the POWTS management plan to the owner and any others who are responsible for the installation, operation or maintenance of the POWTS. Sincerely, Fee Required $ 250.00 Fee Received $ 250.00 Balance Due $ 0.00 Gerard M Swim POWTS Plan Reviewer, Integrated Services (608)789-7892, Mon - Fri, 7:15 am - 4:00 pm WiSMART code: 7633 jerry.swirn@wisconsin.gov Note: Effective January 1, 2012, all codes under the jurisdiction of the Division of Safety & Buildings will be modified. Code references with prefixes starting with "Comm" will be replaced with "SPS" to recognize the relocation of the Division of Safety & Buildings from the former Dept. of Commerce to the Dept. of Safety & Professional Services. Additionally, all S&B codes will be renumbered and addressed in a "300" series. For future reference, the Wisconsin Commercial Building Code will be addressed by SPS Chapters 360-366. MOUND AND PRESSURE DISTRIBUTION COMPONENT DESIGN INDEX AND TITLE PAGE Project Name: Reyer 4 Bedroom Mound - _ C/ E 1 VE Owners Name: Ronald & Susan Reyer 6 2012 Owner's Address 914 214th Ave. & F?UD l~ Somerset, WI 54025 Legal Description: NW1/4, SW1/4, S17, T31N, R18W Township Star Prairie County: St. Croix Subdivision Name: CSM 02-0403 038-77 'AGE SYSTEM Lot Number: 5 Block Number Onally Parcel I.D. Number 038-0403-40-000 OVED Plan Transaction No. AAA BUILDINGS Page 1 Index and title Page 2 Data entry Page 3 Mound drawings 'ONDENCE Page 4 Lateral and dose tank Page 5 System maintenance specifications Page 6 Management and contingency plan Page 7 Septic & Dose tank specifications Page 8 & 9 Effluent filter information Page 10 & 11 Pump specifications and curve Page 12 Existing tank certification Page 13 Plot plan Page 14 Septic tank maintenance agreement Page 15 Warranty deed Page 16 CSM Page 17 & 21 Soil evaluation report Designer: John Schmitt Licnese Number: MPRS 223760 Date: 4/9/2012 Phone Number: 715-760-0486 Signature: Designed Pursuant to the In-Ground Soil Absorption Component Manual Version 2.0 SBD-10705-P (N. 01/01) and both SSWMP Publication 9.6 Design of pressure Distribution Networks for ST-SAS (10/81) and Pressure Distribution Component Manual Ver. 2.0 SBD- 10706-P (N. 01/01) Version 6.0 (R. 04/08) Page 1 of 21 Mound and Pressure Distribution Component Design Design Worksheet Site Information iR or I R Residential or Commercial Design Note: Sand fill (D) calculations assume a (gp ) Table 83-44-3 in-situ soil treatment for fecal 400.00 Estimated Wastewater Flow d colifom, of 36 inches. 1.50 Peaking Factor (e.g. 1.5 = 150%) 600.00 Design Flow (gpd) 10.00 Site Slope 100.92 Contour Line Elevation (ft) 25.00 Depth to Limiting Factor (in) 0.60 In-situ Soil Application Rate (gpd/ft2) Distribution Cell Information 85.72 Dispersal Cell Length Along Contour (ft) = 7.00 Cell Width (ft) 1.00 Dispersal Cell Design Loading Rate (gpd/ft) 1 Influent Wastewater Quality (1 or 2) Are the laterals the highest point in the distribution Y Pressure Disribution Information network? Enter Y or N (C 0 E, C Center or End Manifold Q Lateral Spacing (ft) If N above, enter the elevation (ft) 4 Number of Laterals of the highest point. Orifice Diameter (in) = ft%rifce f090 Estimated Orifice Spacing (ft) 8.82 Forcemain Diameter (in) 1Forcemain Length (ft) Does the forcemain drain back? Pump Tank Elevation (ft) Enter Y or N 3.25 System Head (ft) x 1.3 16.31 Forcemain Drainback (gal) 8.43 Vertical Lift (ft) 77.21 5x Void Volume (gal) 4.03 Friction Loss (ft) 93.52 Minimum Dose Volume (gal) 0.00 In-line Filter Loss (ft) 44.57 System Demand (gpm) 15.71 Total Dynamic Head (ft) Lateral Diameter Selection Manifold Diameter Selection in. dia. o tions choice in. dia. options choice 0.75 1.25 1.00 1.50 x 1.25 x i 2.00 x x i 1.50 x x , 3.00 2.00 x 3.00 x Gallons/Inch Calculator (optional Treatment Tank Information Total Tank Capacity (gal) 1250.00 Septic Tank Capacity (gal) Total Working Liquid Depth (in) Wieser Manufacturer gal/in (enter result in cell 1349) Dose Tank Information Effluent Filter Information 750.00 Dose Tank Capacity (gal) ~Pol Lok Commercial Filter Manufacturer 16.12 Dose Tank Volume (gal/in) 525 ]Filter Model Number Weiser Manufacturer Project: Reyer mound Page 2 of 7 Mound Plan and Cross Section Views t 1/10 B J Observation Pipe j rK A B I 3 L Mound Component Dimensions ft K 9.18 ft A 7.00 ft E 19.40 in H Elft B 85.72 ft F 9.50 in z ft L 104.07 ft D 11.00 in G 0.50 ft J ft W 24.56 600.04 (fe) Dispersal Cell Area 1668.48 (ff) Basal Area Available 7.00 (gpd/ft) Linear Loading Rate 8.57 (ft) 1/10 B Obs. Pipe Placement Mound Cross Section View Aggregate Dispersal Area Finished Grade 103.63 (ft) ► ♦ H Gj 2 I F ,,,Dispersal Cell „ 102.34 (ft) Lateral 101.84 (ft)--* _ Invert 3 `'i i i i• 'i 'i•i i'i i•i•i•i•i•i i•i• . Dispersal Cell t E D Elevation 100.92 (ft) Contour Elevation 10.0 % Site Slope Geotextile Fabric Cover Shading Key m Q - Dispersal Cell See lateral details on Topsoil Cap c a 1.5 ft Page 4 for number, size, © Subsoil Cap c Q 0 and spacing of laterals. T Laterals are equally © ASTM C33 Sand 5 `0 f 0 Tilled Layer 0.5 ft Typical Lateral F spaced from the 05 Aggregate v c Q distribution cell's centerline in the - A distribution cell (AxB). Project: Reyer mound Page 3 of 7 Center Connection Lateral Layout Diagram Force main connection via tee or cross to manifold at ang point. Laterals are identical - 7~- I P S AL Turn-u p ndbal l valve or I4+0 1 Laterals & force main of PVC 3ch 40 cleanoutplug per COMM Table 84.30-5 Holes dried on the bottom of the lateral. Number of Laterals 4 Orifice Diameter 0.188 in Lateral Diameter 1.50 in Orifice Spacing (X) 2.55 ft Lateral Length (P) 42.08 ft Orifices per Lateral 17 8.82 ft2/orifice Lateral Spacing (S) 3.50 ft Orifice Density Lateral Flow Rate 11.14 gpm Manifold Length 3.50 ft System Flow Rate 44.57 gpm Manifold Diameter 2.00 in Total Dynamic Head 15.71 ft Forcemain Velocity 4.55 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 - 4 in. min. Disconnect Tank component is properly vented Alternate outlet location Forcemain diameter Weiser Manufacturer 2 in. Capacityl 750.00 Gallons Volume 16.12 gal/inch A Weep hole or anti- Dimension Inches Gallons B siphon device A 27.82 448.53 C B 2.00 32.24 Pump off elevation (ft) C 5.80 9152 93.91 D 10.90 175.71 D Total 46.53 750.00 See 'Ab¢ 7 Dose tank elevation (ft) 3" Bedding un er tank. 93.00 Alarm Manuafacturer Septronics - Alarm Model Number TM _1 Pump Manufacturer Zoeller Pump Model Number 152 , Pump Must Deliver 44.57 gpm at 15.71 ft T D H Project: Reyer mound Page 4 of 7 Mound System Maintenance and Operation Specifications Phone 715-760-0486 Service Provider's Name John Schmitt POWTS Regulator's Name St. Croix County Zoning Phone) 715-386 4680 System Flow and Load Parameters Design Flow - Peak 600 gpd Maximum Influent Particle Size 1/8 in Estimated Flow - Average 400 gpd Maximum BOD5 220 mg/L Septic Tank Capacity 1250 gal Maximum TSS 150 mg/L Soil Absorption Component Size 600.04 f:2 Maximum FOG 30 mg/L Type of Wastewater Domestic Maximum Fecal Coliform >10E4 cfu/100 mL Service Frequency Septic and Pump Tank Inspect and/or service once eve 3 ears Effluent Filter Should inspect and clean at least once eve 3 ears Pump and Controls Test once eve 3 ears Alarm Should test month) Pressure System Laterals should be flushed and pressure tested eve 1.5 ears Mound Inspect for ponding and seepage once eve 3 years Other 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. Lateral Turn-up Detail Finished Grade 6-8" Diameter Lawn Threaded Cleanout Sprinkler Valve Box Plug or Ball Valve Distribution Lateral Long Sweep 90 or Two 45 Degree Bends Same Diameter as Lateral Project: Reyer mound Page 5 of 7 Mound System Management Plan Pursuant to Comm 83.54, 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), SSWMP Publication 9.6 (01/81), and Pressure Distribution Component Manual Ver. 2.0 SBD 10706-P (N. 01/01)] 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 BODS, 30 mg/L TSS, 10 mg/L FOG, and 10° cfu/100 mL for highly treated effluent. Influent flow may not exceed maximum design flow specified in the permit for this installation. The pressure distribution system is provided with a flushing point at the end of each lateral, and it is recommended that each lateral be flushed of accumulated solids at least once every 18 months. When a pressure test is performed it should be compared to the initial test when the system was installed to determine if orifice clogging has occurred and if orifice cleaning is required to maintain equal distribution within the dispersal cell. Observation pipes within the dispersal cell shall be checked for effluent ponding. Ponding levels shall be reported to the owner, and any levels above 6 inches considered as an impending hydraulic failure requiring additional, more frequent monitoring. Contingency Plan If the septic tank or any of its components become defective the tank or component shall be repaired or replaced to keep the system in proper operating condition. If the dosing tank, pump, pump controls, alarm or related wiring becomes defective the defective component(s) shall be immediately repaired or replaced with a component of the same or equal performance. If the mound component fails to accept wastewater or begins to discharge wastewater to the ground surface, it will be repaired or replaced in its' present location by increasing basal area if toe leakage occurs or by removing biologically clogged absorption and dispersal media, and related piping, and replacing said components as deemed necessary to bring the system into proper operating condition. See Page 5 of this plan for the name and telephone number of your local POWTS regulator and service provider. Pretreatment Units The information and schedule of mananagement and maintenance for pretreatment devices such as aerobic treatment units or disinfection units are attached as separate documents and are considered part of the overall management plan for this system. Project: Page 6 of 7 D z 66" AS 86" X D REQD m 53" D ~ z m C N ~ D 0 p TUP 52" TO 4 CAS = m m 4 3" 57" 6" > D m D X I rn -n x N mn 48" I m c v -0 CA :5; 0 I N N V mm UP 50" 4" CAS rri m z c - O P > 51" m D v m N I D I N m D r cn A z D m m m D c 0 -4 --1 z -n 00 0 D Z Z v DOPD CWgr-_KOWfto Z 2 R- Kc 0 O D Z ~7C O 0 0 Z> =Z 5Orp z"DOO~ om "X -0 z v rr- (n v > ~np (nnp Sp0~ G7=-'= <R1olr OZ V) =1 m U) cn N (/)O mm rn o co D in n mo ANC ~r~.. 11=10, r- 2 W ~ Z NZ~. I pAra;-no; O OZ 25 SO =1 ccn c r r- x z O n m in -c_ m n D m m U' sN n 00 > U) I NNE 5) w 0 ~a N -4. :qk N 0 <D 0 z v U x °0° = n N m m 0 N~ Nmy DD r°OD1V',,° ~GD -Ti (J1 < O m O c in z 0 (n - of cn v~ i t W 50 m m ~i 0 ~j0 Z 'mo O Z Z D0 m-im mW N . -V D y° w 3 z O F \0 ~j O D m r Z rr O.-1 -0 v 0 1 < m m m H p ~m "6 Z t~l iC zZ D~_kp ap D O - ;u in m z -A1 Dv N D -0~ 30-n O JO A z -n U) 0 O m r zc "m K~ r~~0 AO m p v~ Oc z 3 ~ ° m 00 v rri m m 0 ;u H 0 0 ;a m z - ;a z m \ cn W1250/750-MR DRAWN BY. SME SCAIF 1 4"=1'-0' PRE-POUR: m N IES C®ACBETE REr,. n -4 SEPTIC MANUAL W3716 US HWY 10 MAIDEN ROCK, WI 54750 DATE: JANUARY 2010 DATE:. POST-POUR: \ ° REVISED JAN. 2010 800-325-8456 RLE: N9250/7" y r Zabel INSTALLATION INSTRUCTIONS DD a1Pd"I- PL-525/PL-625 FILTER INSTALLATION INSTRUCTIONS Center filter with opening W H J ~ X0 e e Additional pipe or 4P=Er & Lok° Glue Step 1: Step 2: Step 3: (A) Locate the outlet of the septic tank. (A) Before installation, place the (A) Glue the filter housing on the (B) Remove tank cover and pump tank filter housing on to the outlet pipe. outlet pipe. if necessary. (B) Make sure that the housing (B) Insert the filter cartridge in the is positioned so the filter can be housing, making sure the filter removed from the tank for cartridge is properly aligned and maintenance and service. completely inserted in the housing. MAINTENANCE INSTRUCTIONS ® e ~ Step 1: Step 2: Step 3: Locate the outlet of the septic tank. (A) Remove tank cover and pump (A) Insert the filter cartridge back if necessary. into the the housing making sure DO NOT USE PLUMBING 7 (B) Pull the filter out of the housing. the filter is properly alighed and completely inserted. WHEN FILTER IS REMOVED li (C) Hose off the fitter over the septic tank USE MOM GLOM Make sure all solids fall back into the (B) Replace septic tank cover W OM CLEANNE3 FILTER septic tank. INSTALLATION INSTRUCTIONS - Zabel, of P PL-525/PL-625 FILTER PL-525/PL-625 FEATURES & BENEFITS Features & Benefits: e Rated for 10,000 GPD o PL-525 = 525 Linear Feet of 1/18" Filtration PL-625 = 625 Linear Feet of 1/32" Filtration a w alp PL-525 PL-625 a Accepts 4" and 6" SCHD. 40 pipe The PL-525/625 Effluent Filter should operate efficiently • Built in Gas Deflector for several years under normal conditions before .Automatic Shut-Off Ball when Filter is Removed requiring cleaning. It is recommended that the filter be cleaned every time the tank is pumped or at least every *Alarm Accessibility three years. If the installed filter contains an optional alarm, the owner will be notified by an alarm when the • Accepts PVC Extension Handle filter needs servicing. Servicing should be done by a certified septic tank pumper or installer. RECOMMENDED PRODUCTS ' Polylok PVC Filter Extension Handle k ~ Risers & Riser Covers Extend & Lok- Riser Safety Screens Filter Alarm Panel and Polylok risers bring your Polylok Extend & LokTm Polylok safety screens SmartFi terTm Control septic tank cover to grade. is a simple, easy to use prevent tragic accidents Switch This allows locating and solution that can extend from happening by children Polylok filter alarm panels servicing your filter easier the inlet or outlet pipe and and pets falling into open and switchs provid a visual and time saving by elimi- make filter and/or baffle septic tank entrances. and audible notification of nating digging to find tank installation a snap. impending filter and tank entrance. Fits 3" and 4" pipe. servicing. For a full list of Polylok products please visit our web site at: www.polylok.com p SECTION: 2.20.047 0 QL/QL/7 Y PL/MP6 ~NCE ~~~~7 " FM01110 01 ® Z Supersedes product information preserved P~MP ~O 1108 here reflects conditions at time of publication. Consuk factory regarding discrepancies or MAIL TO: P.O. BOX 16347 • Louisve, KY 40256-0347 visit our web site: inconsistencies. SllP 70: 3649 Care Run Road • Laisvibe, KY 40211-1961 www.ZOell@a:COm (502) 778-2731.1(800) 928-PUMP • FAX (502) 774-3624 COMPARE THESE FEATURES • Durable cast iron construction 15111521153 EFFLUENT SERIES • Model 151 comes standard with a glass-filled polypropylene base (Far Pub Prefix k6rmifkavon see News & Views 0032) • Corrosion resistant powder coated epoxy finish " • Stainless steel lifting handle • Assembled with stainless steel bolts DOSE=MATE" FOR SEPTIC TANK -LOW PRESSURE PIPE (LPP) • Non-clogging engineered thermoplastic vortex AND ENHANCED FLOW STEP SYSTEMS impeller design • Model 151 -1 /3 HP passes Y2" spherical solids1 EFFLUENT • Model 152 -.4 HP passes a/4" spherical solids SUBMERSIBLE 1 NPT DISCHARGE • Model 153 -1/2 HP passes 3/4" spherical solids • Motor - 60 Hz, 3450 RPM, oil-filled, hermetically sealed, automatic reset thermal overload protected - Model N152/N153 • Carbon/Ceramic seals High Head c c4p us Effluent • Upper sleeve bearing and lower ball bearing running TesW W S U L778 in bath of oil d CSAU.2 No. 108 • 20 ft. UL Listed power cord with molded 3-wire plug - 11/2" NPT vertical discharge MODELS AVAILABLE • BN and BE standard models include a 20 ft. Variable N1511N152/N153 & E151IE152IE153 noriatrtomatic level float switch BN151/BN152BN153 & BE151/8E152/BE153 packaged with Piggyback Variable Level Float Switch • Operates at temperatures to 130°F (54°C) in effluent 1/3_4 & 112 HP,1Ph 115V or 230V applications • All models include a 1 W x 2" PVC adapter fitting Note: The sizing of effluent systems normally requires variable level float(s) controls and properly sized basins to achieve required pumping cycles or dosing timers with nonautomatic pumps. POWDER COATED f TOUGH- PUMP !O. Model BN1521BN153 High Head MAIL TO: P.O. BOX 16347 Effluent Louisville, KY 40256-0347 SHIP TO. 3649 Cane Run Road Louisville, KY 40211-1961 (502) 778-2731.1(800) 928-PUMP FAX (502) 774-3624 Manufacturers of... Z e QL/.4UTY PUti,P6 C Copyright 2010 Zoeller Co. All rights reserved. TOTAL DYNAMIC HEAD/FLOW w PUMP PERFORMANCE CURVE PER MINUTE MODEL 151/152/153 EFFLUENT AND DEWATERING so 14 45 153 MODEL 151 152 153 40 12 Feel Meters Gal. Liters Get Liters GaL tiles 0 35 5 1.5 50 189 69 261 77 291 "fix t0 152 10 3.0 45 170 61 231 70 265 15 4.6 38 144 53 201 61 231 a e 151 20 6.1 29 110 44 167 52 197 25 7.6 16 61 34 129 42 159 6 20 30 9.1 - - 23 87 33 125 35 10.7 - - - - 22 85 15 40 12.2 - - - - 11 42 4 Shutoff Head: 30 A. (9.1m) 38 R. (11.6m) 44 it M3.4m) 10 0145086 2 5 Model 151 Models 1521153 10 20 30 40 50 60 70 80 90 100 GALLONS Imo- 67132 a702 LITERS 0 40 80 120 160 200 240 280 320 360 3718 III, 456 37/6 4 519 FLOW PER MINUTE 014508A CONSULT FACTORY FOR 37/8 3718 SPECIAL APPLICATIONS 37M 37/8 • Timed dosing panels available • Electrical alternators, for duplex systems, are available and 11?NP` supplied with an alarm • Variable level control switches are available for controlling single phase systems • Double piggyback variable level float switches are available j for variable level long and short cycle controls • Sealed Cok-Box available for outdoor installations - See 11 11/16 12,16 FM1420 • Over 130°F (54°C) special quotation required - 4ta S~, 151/152/153 Series I - - SK244a SK2064 151/1521153 MODELS Control Selection Model Volts-Ph Mode An" simplex piplex N151 115 1 Non 6.0 1 2 or 3 BN151 115 1 Auto 6.0 Included 2 or 3 E151 230 1 Non 3.2 1 2 or 3 BE151 230 1 Auto 3.2 Included 2or3 "Easy assembly" N152 115 1 Non 8.5 1 2 or 3 BN152 115 1 Auto &5 Included 2 or 3 ta rn not n viva wt included.) E152 230 1 Non 4.3 1 2 or3 BE 552 230 1 Auto 4.3 Included 2or3 N153 115 1 1 .5 1 2 0r BN153 115 1 Auto 10.5 Included 2 or3 E153 230 1 Non 5.3 1 2 or 3 BE153 230 1 Auto 5.3 Included 2 or 3 SELECTION GUIDE OPTIONAL PUMP STAND P/N 10-2421 1. Single piggyback variable level float switch or double piggyback variable level Reduces potential clogging by debris float switch. Refer to FMO477. y • Replaces rocks or bricks under the pump 2. See FM0712 for correct model of Electrical Alternator E-Pak. Made of durable, noncorrosive ABS 3. Variable level control switch 10-0743 used as a control activator, specify duplex Raises pump 2" off bottom of basin (3) or (4) float system. Provides the ability to raise intake by adding sections of 132" or 2" PVC piping o cntmoN Attaches securely to pump All installation of controls, protection devices and wiring should be done by a qualified Accommodates sump, dewatering and effluent applications licensed electrician. All electrical and safety codes should be followed including the NOTE: Matte sure float is free from obstruction. most recent National Electrical Code (NEC) and the Occupational Safety and Health Act (OSHA), RESERVE POWERED DESIGN For unusual conditions a reserve safety factor is engineered into the design of every Zoeller pump. 0 Copyright 2010 Zoeller Co. All rights reserved. 1.X/5%)NC~ ~~+W LL 1 LiUSi 14.1-10 /0' C ' /U T u lV C T / G lU (~ti 1 T 1~ j / f J L~ L l,i / Z E ' C Cv / 1. G G/U 4Z- ST. CROIX COUNTY ZONING OFFICE U /v kJ Pc"" /jc i0 V U CERTIFICATION STATEMENT 6)/0 FOR UTILIZATION OF EXISTING SEPTIC TANK(S) This is to certify that I have inspected the existing septic and/or dose tank presently serving the following residence: (Street address) located at: '/4, '/4, Section , Town N, Range W, Town of , St. Croix County Wisconsin. Upon inspection, I certify that I have found the tank(s), to the best of my knowledge, will conform to the requirements of Comm. 84.25, and it (they) appear(s) to be functioning properly. Most recent date of inspection or service Did flow back occur from absorption system? Yes No (if no, skip next line.) Approximate volume or length of time: gallons minutes Tank Capacity: Construction: Prefab Concrete Steel Other Manufacturer (if known): Age of Tank (if known): Permit number (if known) i er Signature) Print Name (Licensed Plumb ( ) (Title) (License Number) MP/MPRS (Date) Form to be completed by licensed plumber (Dept of Commerce Chapter 5 and s. 145.06, Wisconsin Statutes) or licensed disposer (NR 113 Wisconsin Administrative Code) Rev. 9/2008 REYER PLOT PLAN N A BM1 Elevation = 100.00' Top of 2" PVC pipe g BM2 Elevation =149.03' Bottom of siding. ■ Backhoe pits Slope=10% System Elevation = 101.84' Contour Line Elevation = 100.92' Legal Description: NW114, SW1/4, 517, T31 N, RI 8W Township: Star Prairie County: St. Croix Scale: 1 40, PID 038-1473-40-000 2.24 Acres (see map on back) NOTE: Old system to be abandoned as per SPS 383.33 4 inch Sch 40 ASTM D2665, 2 inch Sch 40 --ASTM D1785, 1112 Sch 40- ASTM D1785 r t f I r- w COP Al2AC ltd 5T~12 / > WJ!LL r=ikZcr ~t Zt/•5EJ7C r: X/1,7 js T c-,A Vglj H, 14 50 -1 P P. L 5tle r Zx 5zRF3rt3- - ! 1113 , k DRIVE /f~. ST. CROIX COUNTY SEPTIC TANK MAINTENANCE AGREEMENT AND OWNERSHIP CERTIFICATION FORM Owner/Buyer EVER 00600 N y5!N Mailing Address 91 -z/r./TH AvE s'~,~'It Sc"T Wr SyOZS' Property Address 91Y 2-1 yT H 14LIB' (Verification required from Planning & Zoning Department for new construction.) City/State 5 k)•t Parcel Identification Number 1038 -/0 73 - /-/0-LEGAL DESCRIPTION Property Location N '14,.5 '/4 , Sec. 17 ' T 3 / N R /B W, Town of S-1)4e )4,t0Ajt lE Subdivision Plat: , Lot # Certified Survey Map # OZ-0-103 (9349-77 , Volume , Page # y©3 Warranty Deed # g5 y(~ (before 2007)Volume , Page # Spec house U yes fl-no Lot lines identifiable byes G no SYSTEM MAINTENANCE AND OWNER CERTIFICATION 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 §Comm. 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. Uwe certify that all statements on t Pis 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 :rnty deed recorded in Register of Deeds Office. Number of bedrooms SIGNATURE OF APPLIC (S) 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. 09/07) 1( l1E1111ElI lull INII 11E1! 111!1 E11E IEl11111lE X E11E STATE BAR OF WISCONSIN FORM 1 - 1999 8 5 4 6 9 1 ~ Document Number WARRANTY DEED 854698 KATHLEEN H. WALSH This Deed, made between Ronald E. Reyer and Susan M. Reyer, REGISTER OF DEEDS formally known as Susan M. Campeau, husband and wife, ST. CROIX Co., WI RECEIVED FOR RECORD 06/29/2007 11:00AM Grantor, and RONALD E. REYER and SUSAN M. REYER, Trustees, WARRANTY DEED or their successors in trust, under the RONALD E. AND SUSAN M. EXEMPT R 16 REYER LIVING TRUST, dated May 24, 2007, and any amendments REC FEE: 11.00 thereto. PAGES: 1 Grantee. Grantor, for a valuable consideration, conveys to Grantee the following described real estate in ST CROIX County, State of Wisconsin (if more space is needed, please attach addendum): Lot Three (3) of the Certified Survey Map recorded in Volume 2 of Certified Survey Maps on Page 403 in the St. Croix County Register of Deeds office Recording Area on July 7, 1977, being a part of the Northwest Quarter of the Southwest Name and Return Address Quarter (N W'/4 of S W'/a) of Section Seventeen (17), Township Thirty-one Joseph P. Earley (31) North, Range Eighteen (18) West, including an easement for ingress and Earley Law Office egress over the existing roadway extending across the South side of the 539 South Knowles Avenue Northwest Quarter of the Southwest Quarter (NW'/4 of SW!/4) of Section New Richmond, WI 54017 Seventeen (17), Township Thirty-one (31) North, Range Eighteen (18) West from the above described lot to the existing town road. 038-1073-40-000 Parcel Identification Number (PIN) Together with all appurtenant rights, title and interests. This is homestead property. (is) *=t) Grantor warrants that the title to the Property is good, indefeasible in fee simple and free and clear of encumbrances except easements and other encumbrances of record. Dated this 13th day of June 2007 * Ronald E. Reyer + * Susan M. Reyer jl Q~ m AUTHENTICATION ACKNOWLEDGMENT Signature(s) Ronald E. Reyer and Susan M. Reyer, husband and STATE OF WISCONSIN wife. ) ss. - County ) auth nticated t Ns 13th day of June 2007 0 Personally came before me this day of the above named * Jo . Earley TITLE: MEMBER STATE BAR OF WISCONSIN (If not, to me known to be the person(s) who executed the foregoing authorized by § 706.06, Wis. Stats.) instrument and acknowledged the same. THIS INSTRUMENT WAS DRAFTED BY Joseph P. Earley Notary Public, State of Wisconsin My Commission is permanent. (If not, state expiration date: (Signatures may be authenticated or acknowledged. Both are not necessary.) ) * Names of persons signing in any capacity must be typed or printed below their signature. Information Professionars Company. Fond au Lae, NA STATE BAR OF WISCONSIN 800-655-2021 WARRANTY DEED FORM No. 1- 1999 1 of 1 T 1wisconsin SOIL EVALUATION REPORT #1680 Deparfinent of C in accordance with Comm 85, Wis. fin.FC e Page 1 of 5 Division gs Schmitt Soil Testing, Inc. u nty Attac mp a plan on papnot le than 8'/x x 11 inches in size. Plan must St. Croix incli d but not limited to a nd ho ntal reference point (BM), direction and percent lope, scal~,gr s, north a ow, and location and distance to nearest road. Parcel I.D. 03 -1073-40-000 3D2C formation. ` iewed Dat Personal i ati ap~ v sect for secondary purposes (Privacy Law, s. 15.04 (1) (m)). Property Property Location ' Reyer,Ro rlSusan Govt. Lot NW1/4, SW1/4, S17, T31N, R18W Property Owner's Mailing Address Lot # Block # Subd. Name or CSM# 914 214th Ave. 3 CSM# 02-0403 038-77 City State Zip Code Phone Number City ❑ Village ❑ Town Nearest Road Somerset WI 54025 Star Prairie 214Th Ave. ❑ New Cam1ruction Use: ❑ Residential / Number of bedrooms 4 Code derived design flow rate 600 GPD Rep ent, ❑ Public or commercial - Describe: Z j [q-7-7 gq ~ - a erial Outwash Sand (Onamia Series) Flood plain elevation, if applicable NA ft. General comments and recommendations: Area is suitable for a mound system. System elevation is 101.84' based off a contour line estblished at 100.92'. Slope of area is 10%. Depth to limiting factor is 25". F-11 Boring # [-1 Boring ❑ Pit Ground surface elev. 101.39 ft. Depth to limiting factor 27 in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD1`ft2 in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Ef1#1 *Eff#2 1 0-6 10yr3/3 none sl 2mgr mvfr gw 2m,2f .6 1.0 2 6-27 10yr4/4 none sl 2msbk mvfr gw if .6 1.0 3 27-34 10yr4/4 10y r6/2 6/2 m2d 6 SCI 2msbk mfr cs .4 .6 4 34-64 10yr4/6 m2d 10yr6/8 sil lmpl mfr .4c .6 10yr6/1 Boring # ❑ Boring ❑ Pit Ground surface elev. 101.52 ft. Depth to limiting factor 25 in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ft2 in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2 1 0-6 10yr3/4 none SI 2msbk mvfr CS if .6 1.0 2 6-20 10yr5/6 none fs Osg mfr gw if .5 1.0 3 20-25 7.5yr4/6 none sd 2msbk mfr CS 4 6 4 25-41 10yr4/6 m2d 10yr6/6 sicl 2msbk mfr CS 4 6 10yr6/2 5 41-64 10yr4/6 m2d 10yr6/6 sil lmpl mfr 4c 6 10yra/2 * Effluent #1 = BOD 5> 30 < 220 mg/L and TSS >30 < 150 mg/L * Effluent #2 = BODS <_30 mg/L and TSS <_30 mg/L CST Name (Please Print) Signature: ~ CST Number Thomas J. Schmitt Yu~• _ 227429 Address Schmitt Soil Testing, Inc. Date Evaluation Conducted Telephone Number 1595 72nd Street New Richmond, WI 54017 3/28/2012 715-247-2941 SBD-8330 (R.07/00) Property Owner Reyer, Ronald & Susan Parcel ID # 038-1073-40-000 Page 2 of 5 Fil Boring # Boring Pit Ground surface elev. 99.87 ft. Depth to limiting factor 32 in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ft' in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2 1 0-14 10yr3/2 none sl 2mgr mfr as 2m,2f .6 1.0 2 14-22 10yr5/3 none sl 2msbk mfr gw 2f .6 1.0 3 22-32 7.5yr4/6 none scl lmsbk mfr gw if .4 .6 4 32-42 7.5yr4/6 c2d 10yr6/8 s Osg M1 Cs .7 1.6 10yr6/1 5 42-68 7.5yr4/4 m2d 10yr6/6 sil imsbk mfr .4c .6 Fil Boring # Boring Pit Ground surface elev. 100.87 ft. Depth to limiting factor 19 in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ft2 in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2 1 0-2 10yr3/2 none Is 2fsbk mvfr a 2m,2f .7 1.6 2 2-19 10yr5/6 none s Osg MI Cs if .7 1.6 3 19-34 7.5yr5/6 m2d 10yr6/6 fsl lmsbk mfr Cs 2 6 10yr6/1 4 34-63 7.5yr4/6 m2d 10yrf/8 fsl lmsbk mfr cs .2 .6 10yr6/1 5 63-88 10yr5/6 none s Osg ml - .4c .6 .7 1.6 T F 5-1 Boring # Boring pit Ground surface elev. 98.27 ft. Depth to limiting factor 42 in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ft2 in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2 1 0-2 10yr3/3 none Is 2mgr mvfr a 2m,2f .7 1.6 2 2-17 10yr4/4 none fsl 2msbk mvfr gw if .4 .8 3 17-42 10yr5/6 none s Osg ml cs .7 1.6 4 42-80 10yr4/6 m2d 10yr6/8 fsl Om mfi cs - 5 1.0 10yr6/1 5 80-91 5yr4/4 c2d 7.5yr6/6 7.5yr6 2 g Os9 mf Cs .7 1.6 6 91-98 7.5yr4/6 m2d 10yr6/6 sil impl mfr .4c .6 10yr6/2 * Effluent #1 = BODS> 30 < 220 mg/L and TSS >30 <150 mg/L ' Effluent #2 = BODS < 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. SBD-8330 (8.07/00) Schmitt Soil Testing, Inc. Property Owner Reyer, Ronald & Susan _ Parcel ID # 038-1073-40-000 Page 3 of 5 ❑ Boring # El Boring N Pit Ground surface elev. 99.17 ft. Depth to limiting factor 13 in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ft2 in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2 1 0-5 10yr3/3 none sl 2mgr mfr as 2m,2f .6 1.0 2 5-13 10yr5/6 none s Osg ml a 2f .7 1.6 3 13-27 10yr6/4 c2d 7.5yr6/6 7 5yr6/2 A impl mfr a .4c .6 4 27-56 10yr6/4 none s Osg MI CS .7 1.6 5 56-64 10yr4/4 c2d 7.5yr6/6 A lmpl mfr cs 4c 6 7.5yr6 2 6 64-112 10yr6/4 none s Osg ml .7 1.6 7] Boring # Boring Pit Ground surface elev. 101.32 ft. Depth to limiting factor 26 in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ft2 in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2 1 0-6 10yr3/3 none sl impl mfr as 2m,2f .4 .7 2 6-14 10yr4/6 none sil lmpl mfr cs if .4c .6 3 14-26 10yr5/6 none s Osg ml cs .7 1.6 4 26-42 10yr4/6 m2d 10yr6/6 Ifs lmsbk mvfr gw 5 1.0 10yr6/1 5 42-46 10yr5/6 c2d 10yr6/6 Ifs imsbk mvfr gw 5 1.0 10 r6 2 6 46-72 10yr4/6 c2d 10yr6/6 Ifs lmsbk mvfr gw 5 1.0 10yr6/2 7 72-84 7.5yr4/4 m2d 10yr6/6 sil impl mfr .4c .6 loyr6/1 ]Boring # Boring Z Pit Ground surface elev. 101.62 ft. Depth to limiting factor 30 in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ft2 in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2 1 0-10 10yr3/3 none sl 2mgr mfr gw 2m,2f .6 1.0 2 10-18 10yr4/4 none sl impl mfr gw 2vf .4 .7 3 18-30 7.5yr4/4 none sl imsbk mfr gw .4 .7 4 30-39 7.5yr4/6 m2d 10yr6/8 fsl Om ml 10yr6/1 gw .2 .5 5 39-72 7.5yr4/4 m2d 10yr6/6 fsl Om Mfi 2 5 10 r6 2 Effluent #1 = BODS> 30 < 220 mg/L and TSS >30 <150 mg/L * Effluent #2 = BODS < 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. SBD-8330 (R.07/00) Schmitt SoN Testing, Inc. Page.' of .S- Conducted by: Conducted For: Schmitt Soil Testing, Inc. Name: Ronald & Susan Reyer Thomas J. Schmitt, CST 227429 Address: 914 214th Ave. 1595 72nd St. City, State, Zip: Somerset, W154025 New Richmond, WI 54017 Phone: 715 760-1978 PID: 038-1073-40-000 siwwt,re Lot No.: 5 Cho Legal Description: NW1/4 SW1/4 S17 T31N R18W ® Backhoe Pit Township, County: Star Prairie, St. Croix County A Bench Mark 1 El. 100.00' Top of 2" pvc pipe Q Bench Mark 2 El. 109.03' Bottom of siding on east end of house Slope= 10% 1" = 40' Contour Line elevation 100.92' Contour Line Length 1.85' i lay` ~ / I 1 ~S/ r / r ~ ba l l r l !??r 132 d 4,01 ~pR ~ ~ous~ Q~1 j k 1 i Wea 1 fit) /Nls ~ ~ C? /C T4NIL / VC J 5 7 4q g~ ~ gs ~ r i ~ . ' ' 1 I ~ a . ~ I s 'i_ ~N ~ ~ ~ ' y iii ~ ~ _y i i i 1 S i - Y - at q.. n n ~ y( 'i { 1 l { Lam: ■ ~ G - 1' y, w s - - X Lil w ~4 .Y ~:sK i W F i e . • ~ ~ 10 3 10. FI* LED SW CORNER CERTIFIED SURVEY MAP ~w SECTION I7, fi skcrek T31N. R18W W~* COUNTY SECTION £ CORNER MONUMENT w_ EX TO S 0°29'03°E 674.47- co_ _ - WEST LV E OF SW !W 1/4 CORNER N 0o OT 12 w o 5 88 50 34 . ~ i 27091 g 14 SECTION IT, 166' M POINTo F BEGINNING T31N R18W EAST I RIGHT- OF-WAY a LINE COUNTY SECTION * v N CORNER MONUMENT o r. I ° I I 0 2.38 AC. M a I a LEGEND T 0 2"x30" IRON PIPE, WEICBING 3.65#/LINEAL FOOT, SET. ~g 36 89.61` U 1"x24" IRON PIPE, WEIGHING 1.68/LINEAL FOOT, ID 2 ? 1%0 11 UNPLATTEDi Iad 98~2~ SET. LAND ! a a~- FENCE * ~ UNPLATTED co LAND 2 O NW- SW APPROVED 3 °1 3.15 AC. w v ,r~tNlNff f1N,,i I ro o JUN 2 9 1977 yGp~S ro ao ST. CROIX Cou ;Ty W z 2 70.9 7' co CoM►It ve PAK$ nAOAO* WALTER J. U) A N O° 35 '38'1%X Alf ZONNO C40MOM GREGORY 122.12' 148.85' o S-1224 1 • RIVER FALLS, t a F APPROVAL OF THIS MINOR SUBUIVISIO WIS. - `0 3.. GOES NOT MEAN APPROVAL FOR SEPT y <1 % 1vo 16 0 2.24 AC. o ti SYSnM. REFER TO "62.20 SUR" 1110,r~Nfr~ R ooo'o (@153°02'15" ASSUMED BEARING 1 S 37°1356Wm oA 66 * \ WEST LINE OF NE I14 - S W 1/4 Zb NO°35'38"W w_ _ o~ 3171 2' ~ y6 M SCALE IN FEET N19 °1728W$0 0 - l}NPLATTE D \ 128.97 0 to 4 00 co o' 200' 400' soo` AND • 2.04 AC . 108 0 , - m LAND \ 3S N 0 1 157 Q o 2ro .I a `Z OWNER & SUBDIVIDER 1 S 83°13'56' 1g p4'•~a Oq 1 366 UN_PLATT_ED Ed Germain ` I ! ao.oo' 1 s 26 _ LA N D - Somerset, Wisconsin 54025 I 1 1 NE-SW I 6b This instrument-drafted by Walter J. Gregory. Volute. 2 Pace 403 DESCRIPTION A parcel of land located in the NW114 of the SW114 and the NE1/4 of the SWl/4 of Section 17, T31N, R18W, Town of Star Prairie, St. Croix County, Wisconsin, described as follows: Commencing at the WI/4 corner of said Section 17, thence SOo29'03"E (assumed bearing) 674.47' along the !Vest line of the SW1/4; thence S88°SO'34"E'8.14' to the point of beginning; thence S88°50134"E 1284.72'; thence NO°35'38"W 317.12' along the West line of said NE114 of the SW1/4; thence S88°50'34"E 180.00'; thence S17°26'04"E 366.121; thence S83°13'56"W 100.001; thence Southwesterly 187.06' along a 233.00' radius curve concave Southeasterly whose chord bears S60°13'56"W 182.081; thence S37°13'56"W 80.15'; thence Southwesterly 157.18' along a 167.00' radius curve 'c'oncave Northwesterly whose chord bears S64°11'41"W 151.441; thence N88°50'34"W 1128.331; thence N0°07'12"W 270.91' along the East right-of-way line of the existing town road to the point of beginning. I certify that the above description and map are correct and that I have fully complied with the provisions of Sec. 236.34 of the Wisconsin Statutes and Section 5.4.2 of the St. Croix County Zoning Ordinance. aleA Date: February 9, 1977. Walter J. Grego y -1224 Job No. -76- 3 Ogden Engineering Co. 123 E. Elm Street River Falls, Wisconsin 54022 I hereby certify that this map has been approved by the Town Board. Date CURVE DATA TABLE TANG CURVE LOT RADIUS CHORD LENGTH 4 CHORD BEARING CENTRAL ANGLE BE ARD 1-2 - 233.00' 1.82.08' S60°13'56"W 46°00' S37°13'56"W 4 233.00' 162.37' S62°50'26"W 40°47' 3 233.00' 21.21' S39°50'26"W 5°13' 3-4 3 167.00' 151.44' S64°11'41"W 53°55'30" N88°50'34"W Volume 2 Pate 403 o p`fl pcfl ao o a) o~~ a 0 I n b I °o I~ ~ I m I O ~ ~ I N o I d - rU a € 0 I ~ o~ o_ I ° I oQi c°- 0 c o > "ts m I r 0 Its r m aNi 3 aNi M M z € = z° o a~ U. c LL C (D 3 0 ww 4) t o I Q wm iv Q ca I ~ I 'd• ~ M N M z N N co E E i+ 0' 0 O O Z € v € v r- M~ ~ I I CL m a m H Z I o i o z a c c 'o y d z c c z rn f- 4' a~ 4' (D c E c o E -o ~~ww v v co rn r- L) N ~ J m ° ai vyi 0- c .0 V- O a a 'Di z m z z z z N ~ d N i C E E R - M N A > La CO C Im LO U') c - a C C d .0 o G G a` .0 U) U) Q) LO CO) cn U) ° =3 0 z M > o a 0 0 0 n a 0 0 0 n z •N io aaa aa N CL a~ m I c N to J V j m rn rn m T rn z M l C p - C O O 0 O N > 0 0 'O > 0 0 'O Q M 0 Q co rn m c (L I~~ d ¢}fn v o m ¢z<n co ~ O I N 7 a~ (V 7 r ~ r.+ O U O 0 D CA CO O b O 04 ~ m N N C f0 O d 00) j O O N C •2 ° c C \ N V p Cl) co • 0 C m 5 CU 1-- 5 a N •o Z 00 N c co I ~ O ob M CO n 20°o a~ 2 R m co 0 w m o CD c00o 0 o o • O .n- fl) Q' Z N S F- Of CV O Z Z ~2 Cn O i €a da • a mad` ma t A 0IL 103U)ic°~ 0 f)C1 ~v Parcel 038-1073-40-000 09/14/2006 04:04 PM PAGE 1 OF 1 Alt. Parcel 17.31.18.302C3 038 - TOWN OF STAR PRAIRIE Current X' ST. CROIX COUNTY, WISCONSIN Creation Date Historical Date Map # Sales Area Application # Permit # Permit Type 00 0 Tax Address: Owner(s): O = Current Owner, C = Current Co-Owner O - CAMPEAU, SUSAN M,& RONALD REYER SUSAN M,& RONALD REYER CAMPEAU 914 214TH AVE SOMERSET WI 54025 Districts: SC = School SP = Special Property Address(es): * = Primary Type Dist # Description * 914 214TH AVE SC 5432 SOMERSET SP 1700 WITC Legal Description: Acres: 2.240 Plat: N/A-NOT AVAILABLE SEC 17 T31 N R1 8W 2.98A IN NW SW LOT 3 OF Block/Condo Bldg: CSM IN VOL II PAGE 403 Tract(s): (Sec-Twn-Rng 401/4 1601/4) 17-31 N-1 8W Notes: Parcel History: Date Doc # Vol/Page Type 2006 SUMMARY Bill Fair Market Value: Assessed with: 0 Valuations: Last Changed: 06/27/2006 Description Class Acres Land Improve Total State Reason RESIDENTIAL G1 2.240 33,200 153,400 186,600 NO 05 Totals for 2006: General Property 2.240 33,200 153,400 186,600 Woodland 0.000 0 Totals for 2005: General Property 2.240 33,200 144,800 178,000 Woodland 0.000 0 Lottery Credit: Claim Count: 1 Certification Date: Batch 118 Specials: User Special Code Category Amount Special Assessments Special Charges 00 Delinquent Charges 00 Total 0.00 tg- couNrr e ED 31 4 ?D :IC sw CORNER CERTIFIED SURVEY MAP AWN SECTION 17, W~+ T 31 N. R 18W Z COUNTY SECTION CORNER MONUMENT t~NP~ALTER. l.AN2_ i _ ~R TO- - - ~ ~ S 0°29'03"E 674.47' N0°07 12 W -WEST LINE OF SW I/4~ yy I/4. CORNER yc ~~Oj 270.91' 22 S 88.140lT-~ SECTION 17, T31 N R18W 166' s`o. of rr PO INT OF BEGINNING COUNTY SECTION EAST I RIGHT- OF-WAY N LINE CORNER MONUMENT o ~ i o I co 0 2.58 AC. M~ pp LEGEND Tc-) Q 2"x30" IRON PIPE, WEIGHING 3.65#/LINEAL FOOT, SET. SIT 0 36 ~g9 6?' O 1"x24" IRON PIPE, WEIGHING 1.68/LINEAL FOOT, ? U N PL ATT ED 9g ~,z SET . I LAND I a a y--% FENCE ~ UNPLATTED a LAND I 2 0 NW- SW APPROVED 3.15 AC. 0 w M (o v NlNtfgs,',''s JUN 2 9 1977 y GIN 0 W) lf i CD 0 1 o ST. CROIX COU TTY WALTER J. ~z mss. W z 2 7 0.9 7' u,- to"►P~"owve P"'acs'u'"a+o o GREGORY N 0° 3 5' 3 8" 1K AND zONWG tQMMglltJl r I : S-1224 1 " 122.12' 148.85' RIVER FALLS, - APPROVAL OF THIS MINOR SUBDIVISION Wis. f f ~ tL In * 0 2.2a Ac. o NOES NOT MEAN APPROVAL FOR SEPTi ~rvoi,su R`j~ ®0~ 1 6 N o - SYSTEM. *MR TO "62.20 Ne®o#,iem X153°02'15' K) N ASSUMED BEARING 3701356 Wm `56 °\N WEST LINE OF NEI/4-SW 1/4 yf 2p ° \ 08 N 0 ° 3 5'3 8"W, w - - ~E- - - - 3~- I 3170.1;i7 ~y6 M SCALE IN FEET N19°17 28 W 0 - 128.97'- o 0 UNPLATTED '01\ 4 o p' 200 400, 600' OD LAND 2.04 AC.IO80 - OD OD -I ~ ~ ~ 3g 3 to 1570 Q o X26\ ? e OWNER & SUBDIVIDER ~ off. 1lQ A66'` Frl f:crmain 100 101 9:t;d Z+ QwnjOA ,.jiu _ s ~ (A 1MAOHJdd NM3W ION S300 T 4 NOISIAloens HO W SIHI 401dAONddrl #POO# 00 t 'k'0~3GJD •r aGITUM Xq pajjuap luaurnaq.SUZ STLL, A 4.~m 116! ,L 1111' a e ru 3„Z£,000bL N 6 is 9b-981 9 ,00£ OOZ 001 ,0 6Z '90 1 6 1334 N1 3 -lVJS M., OZ.LZ° 8Z S \ £8' £sZ \ JNIt~V39 03wnSSV 3„95, £I0L9N \ \ \ S3aQV OL' £ SZOVS UTSUOOSZAI `4aSaaWOS 5b'L5Z S NIV1N03 OVOa 31VAI lid uz'eUUGL) pg M„95,£I0L9S \ ,ZI'L81Z = HION31 OV08 219QI1lIQgi1S Cil\b 2i3Nh1o 3 N I -1 HUM \ 01 MS -3N N 19 9 0 9 Z CD o N "O o W W W W_ W l11L1+78w S. (D AM= Xlo..- ti N N IV L61 6Z I(f Z W O 9 0)-co -A CD y\ 0 y~\ ®3AObddY MS -M N °0 m I OD w - ° b (A (D I o (A 0CD NO _ II \ \ 7i 17 ,05'0£1 1 t~ - \ \3„95, £10 09 N m ,80z91 \ \ 9 S \ 0y5 W M.,95;,2100 OD \ 91,08 ~w \ „95, £I0L£ N oy Z I .4 0 b/I MS-b/13N 40 -N11 1S3M~ 20 ` 0) 51'08 £I \ M 81 N N121 `LI N01103S 0 199 N I M„95,£IoL~Oo~~\ 83N80:) t,/IM ca 0 ONINN1938 \sZ'lIZ ` z 0' 99 co 40 1NI0d I 3„ It,, I I o b9 N \ 3, L00 o s w on)- 00, 9 MS-MN , bb' 151 \ \ 1 3N1-1 AVM -40 N A ii M Ib 110 b9 S \ - - - 1SV3 - _4b/-I MSI' £ , 9 9 AS BUILT SANITARY SYSTEM REPORT , OWNER , TOWNSHII~W P.0., I&DRES i SEC. / ~ N, R W ST. CROIX CO NTY, WISCON-S N SUBDIVISION LOT LOT SIZE PLAN VIEW -Distances & dimensions to meet requirements of H62.20 SHOW EVERYTHING WITHIN 100 FEET OF SYSTEM e r SEPTIC TANK(S)_2 _ MFGR.~~ CONCRETESTEEL N. of rings on cover Depth DRY WELL TRENCHES NO. of width length area BED no. of lines width length L / area K, depth t,o top of pipe ii AGGREGATE PERK RATE _ AREA REQUIRED AREA AS BUILT, Disclaimer: The inspection of this system by St. Croix County does not imply complete compliance with State Administrative Codes. There are other areas that it is not possible to inspect at this point of construction. St. Croix County assumes no liability for system operation. However, if failure is noted the County will make every effort to determine cause of failure. .GREASES AND OILS SHOULD NOT BE DISPOSED THROUGH THIS SYSTEM. '-INSPECTO DATED 4-a-_ PLUMBER ON JOB ) LICENSE NUMBER 1~ c UPORT OF INSPECTION- INDIVIDIJAL SL14AGE DISPOSAL SYSTEM Sanitary Permit/>6p 7 State S ptic VT T01-INSHIP t. ioix County SEPTIC TA'?K gallons. "lumber of Compartments S i z e Distance From: Well ft. 12% or greater slope ~fl. Building ft. Wetlands f ILighwater, ft. DISPOSAL SYSTL2 Tile Field or Seepage Pit(s) Distance From: TJell ft. 12% or greater slope` ft Building ft. Wetlands - f FIELD L',ighwater ft. Total length of lines j/" ft. Number of lines Length of each line `ft. Distance between lines ~ _ft. Width of the trench _ft. Total absorption area sq. ft. Depth of rock below the -L-Lin. Depth of rock over tile L, in. Cover over rock Jr~ ` ',l t Depth of the below grade in. Slope of trench in ner 100 ft. Depth to Bedrock ft. Depth to ground water ft. PITS "Dumber of pits Wit d' meter ft. Depth below inlet ft. Gravel arounes no. Total absorption area sq. ft. Square feet of seepage trench bottom area required Square feet of s ak.e nit rea required Inspected by: Title - Approved V Date / 197c Rejected Date 197-. ~1 1=H1 1 WISCONSIN DEPARTMENT OF HEALTH AND SOCIAL SERVICES DIVISION OF HEALTH, BUREAU OF ENVIRONMENTAL HEALTH P.O. BOX 309 MADISON, WISCONSIN 53701 REPORT ON SOIL BORINGS AND PERCOLATION TESTS LOCATION: /a ISection -a, T-V/ N,, R~~ Sc "or) W, Township or Municipality_ Lot No. Blo k No. County Subdivision Name Owner's Name: Mailing Address:° TYPE OF OCCUPANCY: Residence No. of Bedrooms 1:3 Other EFFLUENT DISPOSAL SYSTEM: NEW ~C ADDITION REPLACEMENT DATES OBSERVATIONS MADE: SOIL BORINGS S - 2, > - 7 7 PERCOLATION TESTS - 7 SOIL MAP SHEET---3 SOIL TYPE 4-/M44 PERCOLATION TESTS TEST DEPTH CHARACTER OF SOIL HOURS WATER IN TEST TIME DROP IN WATER LEVEL, INCHES NUM- INCHES THICKNESS IN INCHES SINCE HOLE HOLE AFTER INTERVAL RATE BER 1ST WETTED SWELLING IN MINUTES PERIOD 1 PERIOD 2 PERIOD 3 MIN/IN z n) 3 3 31 13- -3 3 L SOIL BORING TESTS TEST TOTAL DEPTH DEPTH TO GROUNDWATER, INCHES CHARACTER OF SOIL WITH THICKNESS, INCHES NUMBER INCHES OBSERVED ESTIMATED HIGHEST (DEPTH TO BEDROCK IF OBSERVED) B t1 d, S 96 7, _ s B} y 71, -.,Cf 4W ',b S B 9 rp o- b S > fG PLAN VIEW (Locate percolation tests,soil bore holes and suitable soil areas.) Indicate on the plan the location and square feet of suitable areas I dicate number of square feet of absorption area needed for building type and occupancy. .e S-1 Indicate scale / or distances. Give horizontfil and vertical reference points. Indicate s ope. ~d 1 ~ tN ~F S State and County State Permit u 1PLB*67 Permit Application County Perm' for Private Domestic Sewage Systems County *DENOTES STATE APPROVAL REQUIRED Date Approval Received from State if Required State Plan I.D. # A. OWNEiE~ OF PROPERTY Mailing Address: n 4P_ li- B LOCATION AA Lv co, r T N n E (or) W Lot# City _ Subdivision Name, nearest road, lake or landmark Blk# Village _ Township _ C. TYPE OF OCCUPANCY: *Commercial *Industrial *Other (specify) *Variance Single family Duplex No. of Bedrooms No. of Persons- D. TYPE OF APPLIANCES: Dishwasher ~ YES NO Food Waste Grinder YES NO Bathrooms- - Automatic Washer YES NO Other (specify) E. SEPTIC TANK CAPACITY 2~2 O Total gallons No of tanks *Holding tank capacity Total gallons No. of tanks New Installation h Addition Replacement _ Prefab Concrete u *Poured in Place Steel Other (specify) F. EFFLUENT DISPOSAL SYSTEM: Percolation Rate 1) 2) 1 3) ,LTotal Absorb Area NewA Addition Replacement *Fill System q. ft. Seepage Trench: No. Lin. Feet Width Depth Tile Depth Seepage Bed: Length Width No. of Trenches _ Depth Tile Depth a y „ No. of Lines 2 Seepage Pit: Inside diameter Liquid Depth Percent slope of land li Tile Size y Distance from critical slope I, the undersigned, do hereby certify that the information I have reported is in accord with Section H62.20, Wisconsin Administrative Code, and that 1 have sized the effluent disposal system from the EH-115 prepared by the Certi Y Soil Tester, NAME l II 111 , 1 a Ca I C C.S.T. # 5,3 and other information obtained from (owner/builder). Plumber's Signature Z&IEMjj;~~~MP/MPRSW* Phone # a6-~/-S Plumber's Address PLAN VIEW: Provide sketch below of system (include direction of slope and all distances in accord with H62.20, including well). C J G~i ~ = 'fl I3 ~ N-1Y ` -,000 ~T /isconsin Department of Industry, PRIVATE SEWAGE SYSTEM County: 'abor,gnd#%rftnRelations INSPECTION REPORT $T. CROIX Safety and Buildings Division (ATTACH TO PERMIT) Sanitary Permit No.: GENERAL INFORMATION 268580 Permit Holder s Name: ❑ City C] Village Town of: State Plan ID No.: REYER, RONALD/CAMPEAU, SUSAN M STAR PRAIRIE CST BM Elev.: Insp. BM Elev.: BM Description: Parcel Tax No.: TANK INFORMATION ELEVATION DATA A9600346 TYPE MANUFACTURER CAPACITY STATION BS HI FS ELEV. Septic Benchmark Dosing Aeration Bldg. Sewer Holding St/Ht Inlet TANK SETBACK INFORMATION St/ Ht Outlet Vent i,itontake ROAD Dt Inlet TANK TO P/ L WELL BLDG. A Septic NA Dt Bottom Dosing NA Header/Man. Aeration NA Dist. Pipe Holding Bot. System PUMP/ SIPHON INFORMATION Final Grade Manufacturer Demand Model Number GPM TDH Lift Friction System TDH Ft Loss Force main Length Dia. H Dist. To Well SOIL ABSORPTION SYSTEM BED/TRENCH Width Length No. Of Trenches PIT No. Of Pits Inside Dia. Liquid Depth DIMENSIONS DIMEN I N LEACHING Manufacturer: SETBACK SYSTEM TO P / L BLDG WELL LAKE / STREAM INFORMATION Type O CHAMBER Model Number: System: OR UNIT DISTRIBUTION SYSTEM Header/Manifold Distribution Pipe(s) x Hole Size x Hole Spacing Vent To Air Intake Length Dia Length Dia. Spacing SOIL COVER x Pressure Systems Only xx Mound Or At-Grade Systems Only Depth Over Depth Over xx Depth Of xx Seeded/ Sodded xx Mulched Bed /Trench Center Bed /Trench Edges Topsoil ❑ Yes ❑ No ❑ Yes ❑ No COMMENTS: (Include code discrepancies, persons present, etc.) LOCATION: STAR PRAIRIE.17.31.18, NW, SW, 214TH AVE Plan revision required? ❑ Yes ❑ No T1 -1 Use other side for additional information. SBD-6710 (R 05191) Date Inspector's Signature Cert. No. ADDITIONAL COMMENTS AND SKETCH SANITARY PERMIT NUMBER: taA Safety and Buildings Division v■~Nir~ SANITARY PERMIT APPLICATION Bureau of Building Water System: 201 E. Washington Ave. In accord with ILHR 83.05, Wis. Adm. Code P.O. Box 7969 Madison, WI 53707-7969 • Attach complete plans (to the county copy only) for the system, on paper not less County than 81/2 x 11 inches in size. • See reverse side for instructions for completing this application State Sanitary Permit Number The rmation you provide may be used by other government agency programs ❑ Check it revision to previous application [Privacy Law, s. 15.04 (1) (m)]. State Plan I.D. Number .I. APPLICATI INFORMATION - PLEASE PRINT ALL INFORMATION Property Owner Name Property Location )/4 1/4, S T, N, R/ E (or) 9 Property er's Mailing A dre Lot Number Block Number ~ ivy- -3 City, State Zip Code Phone Number Subdivision Name or CSM Number w> >a~ - e 12 V03 II. TYPE BIJI DING: (check one) ❑ State Owned o ity Nearest Road Public 1 or 2 Family Dwelling - No. of bedrooms Towan OF C!/ t0.- 111. BUILDIN E: (If building type is public, check all that apply) Parcel Tax Number(s) 1 Apartment Condo I 3 7 - ya 2 ❑ Assembly. Hall 6 ❑ Medical Facility/ Nursing Home 10 ❑ Outdoor Recreational Facility 3 ❑ Campground 7 ❑ Merchandise: Sales/ Repairs 11 ❑ Restaurant/ Bar/ Dining 4 ❑ Church/School 8 ❑ Mobile Home Park 12 ❑ Service Station/ Car Wash 5 ❑ Hotel/ Motel 9 ❑ Office/Factory 13 ❑ Other: specify IV. TYPE OF PERMIT: (Check only one box on line A. Check box on line B, if applicable) A) 1- ❑ New 2. ❑ Replacement 3. ❑ Replacement of 4. ❑ Reconnection of 5,j@ Repair of an Systmm System Tank Only-------------- Existing System ------T--Existing } - } ❑ ASS nitary Permit was previously issued. Permit Number Date Issued V. 'MPE OFSTEM: (Check only one) Non-Pressuriz Distribution Pressurized Distribution Experimental Other 11A Seepage Bed 21 ❑ Mound 30 ❑ Specify Type 41 ❑ Holding Tank 12 ❑ Seepage Trench 22 ❑ In-Ground Pressure 42 ❑ Pit Privy 13 ❑ Seepage Pit 43 ❑ Vault Privy 14 ❑ System-In-Fill VI. ABSORPTION SYSTEM INFORMATION: 1. Gallons Per Day 2. Absorp. Area 3. Absorp. Area 4. Loading Rate 5. Perc. Rate 6. System Elev. 7. Final Grade Required (sq. ft.) Proposed (sq. ft.) (Gals/day/sq. ft.) (Min./inch) Elevation -0 C,3 Feet Feet VII. TANK Ca in a acitllons Total # of Prefab. Site Fiber- Exper- INFORMATION g Gallons Tanks Manufacturer's Name Concrete Con- Steel glass Plastic App New Existin structed Tanks Tanks Septic Tank or Holding Tank Qp .F' I 1 ❑ ❑ ❑ ❑ ❑ Lift Pump Tank /Siphon Chamber ❑ ❑ ❑ ❑ ❑ ❑ VIII. RESPONSIBILITY STATEMENT I, the undersigned, assume responsibility for instal ation of the onsite sewage system shown on the attached plans. ~+~rbeT~~Name: (Print) Plumbe " Sign e: Stamps) MP/MPRSW No.: Business Phone Number: Plumber's Address (Street, City, State, rip Code): 4. a / 7 IX. COUNTY / DEPARTMENT USE ONLY ❑ Disapproved Sanitary Permit Fee (Includes Groundwater L,e ue Issuing Agent Signat Stamps) Surcharge fee) Approved ❑Owner Given Initial Adverse Determination . CONDITIONS OF APPROVAL / REASONS FOR DISAPPROVAL: .SOD-6398 (R. 05/94) - DISTRIBUTION: Original to county, One copy To: Safety & Buildings Division, owner, Plu INSTRUCTIONS < 1. A sanitary permit is valid for two (2) years. 2. Your sanitary permit may be renewed before the expiration date, and at a time of renewal any new criteria in the Wisconsin Administrative Code will be applicable. 3. All revisions to this permit must be approved by the permit issuing authority. 4. Changes in ownership or plumber requires a Sanitary Permit Transfer/ Renewal Form (SBD-6399) to be submitted to the county prior to installation 5. Onsite sewage systems must be properly maintained. The septic tank(s) must be pumped by a licensed pumper whenever , necessary, usually every 2 to 3 years. 6. If you have questions concerning your onsite sewage system, contact your local code administrator or the State of Wisconsin, Safety and Buildings Division, 608-266-3815. To be complete and accurate this sanitary permit application must include: I_ Property owner's name and mailing address. Provide the legal description and parcel tax number(s) of where the system is to be installed. II. Type of building being served. Check only one and complete # of bedrooms if 1 or 2 Family Dwelling. III. Building use. If building type is public, check all appropriate boxes that apply. IV. Type of permit. Check only one on line A. Complete line B if permit is for tank replacement, reconnection, or repair. V. Type of system. Check appropriate box depending on system type. VI. Absorption}system information. Provide all information requested for numbers 1 through 7. VII. Tank information. Fill in the capacity of every new/or existing tank, list the total gallons, number of tanks and manufacturer's name, indicate prefab or site constructed and tank material. Complete for all septic, pump/siphon and holding tanks for this system. Check experimental approval only if tanks received experimental product approval from DILHR. VIII. Responsibility statement. Installing plumber is to fill in name, license number with appropriate prefix (e.g. MP, etc.); address and phone number. Plumber must sign application form. IX. County/ Department Use Only. X. County/ Department Use Only. Complete plans and specifications not smaller than 8 1/2 x 11 inches must be submitted to the county. The plans must include the following: A) plot plan, drawn to scale or with complete dimensions, location of holding tank(s), septic tank(s) or other treatment tanks; building sewers; wells; water mains/water service; streams and takes; pump or siphon tanks; distribution boxes; soil absorption systems; replacement system areas; and the location of the building served; B) horizontal and vertical elevation reference points; C) complete specifications for pumps and controls; dose volume; elevation differences; friction loss; pump performance curve; pump model and pump manufacturer; D) cross section of the soil absorption system if required by the county; E) soil test data on a 115 form; and F) all sizing information. GROUNDWATER SURCHARGE 1983 Wisconsin Act 410 included the creation of surcharges (fees) for a number of regulated practices which can effect groundwater. The monies collected through these surcharges are used for monitoring groundwater contamination investigations and establishment of standards. I t s ~ ~ I I ~ ~ ~ 'i I^ dI i ~ O I I I ~ i 1 I i I i I I I I I i I ~ ~ I~ I I I ~ a i TT7i y- sw y > 440 I I l l l f i l i~ ~ I f I ~ ~ i ~ I ~ I I I I ~ 1 I I Alk , I r - - y I I I ~ , , Ir 1 I : , L } I : , , 1 , 1. 1 j ' I I I i 1 i i I ' i ~ I : I i d , 3 S W y i ' I l I j i I I ' Cl i I 1 I 1 ~ I , I ' 1 I j ~ Ito. • ~ ~ ~ I ! ! I ' ~ j i i 1 I IGt ~ ! 1 i i I ; , , ; - Aj t t- t.: I ! I ~ ~ r ~ i ; ~ Ito q ~ e iit~ h C inn R w - T 1 ~ , ~ .BM ADO i ~ ! i I ! I j -C M f Wisconsin Department of Industry, SOIL AND SITE EVALUATION REPORT Page _ of Lahr and Human Relations Division'of Safety & Buildings in accord with ILHR 83.05, 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 St, 1 x PARCEL I.D. # C. it N^ ~ wo • - - not limited to vertical and horizontal reference point (BM), direction and % of slope, scale or dimensioned, north arrow, and location and distance to nearest road. O 31 - 10 73 - &7$C APPLICANT INFORMATION-PLEASE PRINT ALL INFORMATION REVIEWED BY DATE PROPERTY OWNER: PROPERTY LOCATION GOVT. LOT 3, fJ W 1/4 5 W 1/4,S 17 T 3 1 N,R 1$ E (or)dD P OPERTY OWNER':S (LING ADDRESS L OT # BLOCK # SUBD. NAME OR CSM # 4 XI CITY, STATE ZIP CODE PHONE NUMBER []CITY []VILLAGE OWN NEAREST ROAD 50Mt.r*raC~"' WSJ 0;.S (719 - ;1q 5 a+' Pia: r: l4Irh (TV.. [ ] New Construction Use [ ] Residential / Number of bedrooms [ ] Addition to existing building [ ] Replacement [ ] Public or commercial describe Code derived daily flow 45 o gpd Recommended design loading rate . 7 bed, gpd/ft2 % 4 trench, gpd/ft2 Absorption area required &Y3 bed, ft2 "75D trench, ft2 Maximum design loading rate ____L3_bed, gpd/ft2 - Q 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 It E S = Suitable for system CONVENTIONAL MOUND IN-GROUND PRESSURE TAT-GRADE SYSTEM IN FILL HOLDING TANK U = Unsuitable fors stem ❑ S ❑ U ❑ S ❑ U ❑ S ❑ U ❑ S El U ❑ S ❑ U ❑ S ❑ U SOIL DESCRIPTION REPORT Depth Dominant Color Mottles Structure GPD/ft Boring # Horizon in. Munsell Qu. Sz. Cont. Color Texture Gr. Sz. Sh. Consistence Boundary Roots Bed Trench g-30 IDP y L S - w vF .7 , S Ground 3 30- o R S) o - 5 W1 elev. 96.54 ft. Depth to limiting facto Cr, Remarks: v Pa c-c _ a~ 3-9 ya ✓E-n = 33a "a bcwr r-Jd /10 , C 57 Boring # W_ A0 Fri- 1 4 Wig Ground elev. ors; ft. Pty. F4~0 apt Depth to limiting factor Remarles'~ CST e: Please Print } Phone: Q Addr ss• Signature: Date: CST Number: yo 11 PROPERTY OWNER SOIL DESCRIPTION REPORT Page of PARCEL I.D. # Boring # Horizon Depth Dominant Color Mottles Texture Structure Consistence Boundary Roots GPD/ft in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. Bed Trench Ground elev. ft. Depth to limiting factor Remarks: Boring # Ground elev. ft. Depth to limiting factor Remarks: Boring # .}vii ~•:kt: v::,v'•,: Ground elev. ft. Depth to limiting factor Remarks: Boring # p.~ :}}•tivxi~iv LOA Ground elev. ft. Depth to limiting factor Remarks: SBD-8330(8.05/92) ST. CROIX COUNTY ZONING OFFICE CERTIFICATION STATEMENT FOR UTILIZATION OF AN EXISTING SEPTIC TANK This is to certify that I have inspected the septic tank presently serving the ~2d~a/~,i qtr residence located at: A ,14.j Sec. a T N, RAW, Town of St. Croix County, Wisconsin. Upon inspection, I certify that I have found the tank and baffles to be in good condition, and it appears to be functioning properly. Last time serviced Did flow back occur from absorption system? Yes No.A' (if no, skip next line. Approximate volume or length of time: gallons minutes Capacity: ie)o6 Construction: Prefab Concrete _Y_' Steel Other Manufacturer (if known) : vl„e„,•J„ Age of Tank (if known) : ~a ~~/20s" o Y LO.Q-L. (Signature) (Name) Please Print (Title) ` (License Number) 0 (Date) Form to be completed by licensed plumber (s. 145.06, Wisconsin Statutes) or licensed disposer (NR 113 Wisconsin Administrative Code) , - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - r (applying for sanitary permit) Certification: In accepting the above statement regarding existing septic tank condition, I certify that the tank, to the best of my knowledge, will conform to the requirements of ILHR 83, Wis. Adm. Code (except ~or inspection opening over outlet baffl ) . Name Signature MP/MPRS STC-105 SEPTIC TANK MAINTENANCE AGREEMENT St. Croix County OWNERBUYER~ I~t ~cfZf MAILING ADDRESS Q It.( J~ ~q,~ ;-)0erSe-r PROPERTY ADDRESS (location of septic system) Please obtain from the Planning Dept. CITY/STATE " PROPERTY LOCATION 1/4, ~S &j 1/4, Section /7 T__,3 1 N-R__,[ Z__W TOWN OF STor 2, ST. CROIX COUNTY, WI SUBDIVISION LOT NUMBERaf_ CERTIFIED SURVEY MAP , VOLUME _,~2_, PAGE LOT NUMBER. ~3_ 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 licensed septic tank pumper. What you put into the system can affect the function of the septic tank as a treatment stage in the waste disposal system. St. Croix County residents may be eligible to receive a grant for a maximum of 60% of the cost of replacement of a failing system, which was in operation prior to July 1, 1978. St. Croix County accepted this program in August of 1980, with the requirement that owners of all new systems agree to keep their system properly maintained. The property owner agrees to submit to St. Croix Zoning a certification form, signed by the owner and by a mater plumber, journeyman plumber, restricted plumber or a licensed pumper verifying that (1) the on-site wastewater disposal system is in proper operating condition and (2) after inspection and pumping (if necessary), the septic tank is less than 1/3 full of sludge and scum. I/We, the undersigned have read the above requirements and agree to maintain the private sewage disposal system in accordance with the standards set forth, herein, as set by the Wisconsin DNR. Certification stating that your septic has been maintained must be completed and returned to the St. Croix County Zoning Officer within 30 days of the three y piration date. SIGNED: DATE: St. Croix County Zoning Office Government Center 1101 Carmichael Road Hudson, WI 54016 11/93 S T C - loo 'This application form is to be completed in full and signed by the owner(s) of the property being developed. Any inadequacies will only result in delays of the permit issuance. Should this development be intended for resale by owner/ contractor, (spec house), then a second form should be retained and completed when the property is sold and submitted to this office with the appropriate deed recording. Owner of property i~60cljd Rg,,r Location of property /0 1/4 .5W 1/4, Section j2_, T 31 N-R_Z& _W Township Mailing address 9i{/ ?IV l Address of site Subdivision name Lot no. 3 Other homes on property? Yes _No Previous owner of property Total size of property Total size of parcel 07 ®z~,j ,gc~2e, Date parcel was created Are all corners and lot lines identifiable? _ie Yes No Is this property being developed for (spec house) ? Yes e No Volume and Page Number as recorded with the Register of Deeds. INCLUDE WITH THIS APPLICATION THE FOLLOWING: A WARRANTY DEED which includes a DOCUMENT NUMBER, VOLUME AND PAGE J NUMBER AND THE SEAL OF THE REGISTER OF DEEDS. In addition, a certified survey, if available, would be helpful so as to avoid delays of the reviewing process. If the deed description references to a Certified Survey Map, the Certified Survey Map shall also be required. PROPERTY OWNER CERTIFICATION I (we) certify that all statements on this form are true to the best of my (our) knowledge that I (we) am (are) the owner(s) of the property described in this information form, by virtue of a warranty deed recorded in the office of the County Register of Deeds as Document No. ,-:~yclaL~ and that I (we) presently own the proposed site for the sewage disposal system or I (we) obtained an easement, to run the above described property, for the construction of said system, and the same has been duly recorded in the office of the County Register of Deeds as Document No. Signature of A lic4pt Co-Applicant e Date of Signature Date of Signature rF r0 ED 34138 calls 00 sw CORNER CERTIFIED SURVEY MAP ww'::= SECTION 170 wbm,66 T31N, R18W COUNTY SECTION F+ CORNER MONUMENT to- T VY~ S O ° 29'0,3" E 674.4 7' WEST LINE OF SM► 1/4~ NO°07 12~~W W I/4. CORNER 9~0 , 2`Z S 88050'34"E SECTION 17, 270.91 03 \ 8.14 T31 166' e' 0_ ro N R18W POINTOF BEGINNING COUNTY SECTION EAST I RIGHT- OF-WAY a LINE CORNER MONUMENT 1 0 0 C 2.58 AC. m, ~ LEGEND r0• Q 2"x30" IRON PIPE, WEIGHING 3.65#/LINEAL FOOT, SET. N 6` 0 1"x24" IRON PIPE, WEIGHING 1.68/LINEAL FOOT, SET. Z U N PLATT EDI 1 cd 9s_\ LAND cl, FENCE I a * ~ U N PLATTE D OD LAND OD N O * NW- SW APPROVED 2 0 3 3.15 AC. to w I M It M JUN 2 9 1977 y~,Olys I CD 0 5?. CROIX COU :T1I 00 W z 2 70.97' CO~~ve Pecs nAO&~ WALTER J. N O° 35 ' 38 "VL AND ZOO CO~axM GREGORY S-1224 ~I 122.12' 148.85' Z' RIVER FALLS, 0 1° APPROVAL OF THIS MINOR SUBDIVISIO Wis. rQ 3 DOES NOT DEAN APPROVAL FOR SEPTt ' ..-N•••'E4 ~ *6 0 2.24 AC. 0 ~ SyST' 1. *MR TO H32.~ ,~~~~Peeie66~ g~'~4®153°02'15" Ma ASSUMED BEARING d m *1 S37°I 3'56"WaND A~WEST LINE OF NEI/4-SW 1/4 X20 ° e8e N0035 38".W w- ~E- - - - 317.12' y6 at SCALE IN FEET I ~1 o N19°17'28"W z O M 128.97 - 0 0 to '0 ,4 6 0' 200, 400' 600 10 0.0 2.04 AC . lOg 035,3 N LAND ~ - OD -I 1570\ Q 6OWNER & SUBDIVIDER I „0 2rO~ ' _ ~ti DESCRIPTION A parcel of land located in the NW1/4 of the SW1/4 and the NE1/4 of the SW1/4 of Section 17, T31N, R18W, Town of Star Prairie, St. Croix County, Wisconsin, described as follows: Commencing at the W1/4 corner of said Section 17; thence SO°29'03"E (assumed bearing) 674.47' along the West line of the SW1/4; thence'S88°50'34"E*8.14' to the T)oint of beginning; thence S88°50'34"E 1284.721; thence-NO°35'38"W 317.12' along the West line of said NE1/4 of the SW1/4; thence S88°50'34"E 180.001; thence S17°26'04"E 366.121; thence S83°13'56"W 100.001; thence Southwesterly 187.06' along a 233.00' radius curve concave Southeasterly whose chord bears S60°13'56"W 182.081; thence S37°'13'56"W 80.15'; thence Southwesterly 157.18' along a 167.00' radius curve concave Northwesterly whose chord bears S64°11'41"W 151.441; thence N88°50'34"W 1128.331; thence NO°07'12"W 270.91' along the East right-oP'way line of the existing town road to the point of beginning. I certify that the above description and map are correct and that I have fully complied with the provisions of Sec. 236.34 of the Wisconsin Statutes and Section 5.4.2 of the St. Croix County Zoning Ordinance. Date: February 9, 1977. Walter J. Grego y -1 24 Job No. X743 Ogden Engineering Co. 123 E. Elm Street River Falls, Wisconsin 54022 I hereby certify that this map has been approved by the Town Board. Date: CURVE DATA TABLE TANGENT CURVE LOT RADIUS CHORD LENGTH CHORD BEARING CENTRAL ANGLE BEARING 1-2 - 233.00' 182.08' S60°13'S6'11 46°00' S37°13'56"W 4 233.00' 162.37' S62°50'26"W 40°47' 3 233.00' 21.21' S39°50'26"W S°13' 3-4 3 167.00' 151.44' S64°11'41"W 53°55'30" N88°50'34"W Volume 2 Page 403 fV r w. a 0 Ca' 0, 0 Z U ~ Ni ^ m IS) LLj U) za- O ~ o OCR E a) O ~o u O s~ 00 r-{ Z o X w cA v .,.q Q w f- QiL- v CV W 4 aJ CC > r¢ C7 o p v v 4-) U ~i O¢ 1z w of/) 0 rr LU 6 L) Q) a) 4I Cf~ U J w 0 z 4J 4J M Q U) Z q 4-I ~ v o 10 ~I w a o v ~4aOrzzJO0~0 rn z W a ; ~U0^ ~rO ~ 'i (d (4 O ~4 CO Q) ~ Cr 0 o a vu ru 0 cr)0 4J 4-J oC tm E- ea v Q v 44 ~4 4 z x A a 4j 0 4J v "0 r' 4J 1 0 'H a) M 4-) M 4j N x vM 01 rI U) ~ O '0 Q) 4-J fa O -Vr~~E-4 V 4J Q) v N ~r N Ua 0 ro v 1 O #i > v R7 rd 3 -r-4 ~ N 4J n" vah (A t) -14 -J 4J fro O 4-I zk -j•riN cu r-1 Q) 0 4 W 4J J O O M H o E+ •r-~ v N r- 4 (d v a U > L) rd -r-i 4.j ro 41 4 co N 4a 4-I H 0 41 in m rtf 44 y 44 S4 ro N N H o N v o ~ v CVD E -r-4 0,0 z ra.rY ~i i rd u c 0) 44 CY > -q ~ v 00 •r'1 r -q 4 O ~ rd X 0- 4J v~ p 3 3 0 W a v4-4 41 to ro 0 4J Z, ~4 CU N v fo :51.4 ~o a 4~ 4 4J 0 0) 4J q) a) 4J o 4 3 Ul aa) o Ei N .r.q 41 ~ ~ 44 a c f7i 4J 4J Q) W oou a) m p U 4-1 V D U x 2 \ w p o v v v~ ~l OaZc~W 0Zcn v , u ¢ ¢ p _ W N rW m o 3 I c w > p .a,, n Ca v p U a < U (L) N 1-- q X E Z w v ai m w W -ice ca a v N X c 3 0 T > 4) LU -0 "a cc c v ~I J U v 0 3 -C o 2 a) d G z Z cn a v u ca c Q} X z W = co E U cc a a f~ Q u cc p h1 3 cu [z. c c E 7 v •o 2 O 3 m a X E T E ¢ I m on o E cu U ai p p o as z -o 4 0 d p n W D, En Q v ~ ~ (Y1 ri i . 1 0 -P on 1 oo 2 I w Z Ix I W 3 Z Cn 1 x Ito o ,y c O N 3 1 di ~ U F- nl Li. ~W r I w o ri) U ! 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