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038-1079-60-120
Wisconsin Department of Commerce PRIVATE SEWAGE SYSTEM County: St. Croix Safety and Building Division INSPECTION REPORT Sanitary Permit No: (ATTACH TO PERMIT) 589746 GENERAL INFORMATION State Plan ID No: Personal information you provide may be used for secondary purposes (Privacy Law, s.15.04 (1)(m)] 2732525 Permit Holder's Name: City Village Township Parcel Tax No: Edward & Kelli O'Kane TOWN OF STAR PRAIRIE 038-1079-60-120 CST BM Elev: Insp. BM Elev: BM Description: Section/Town/Range/Map No: t•C) 19.31.18.327A-20 TANK INFORMATION ELEVATION DATA TYPE MANUFACTURER CAPACITY STATION BS HI FS ELEV. , SL /03, 5 Septic Benchmark Dosing Alt. BM Aeretion Bldg. Sewer Z.+g % -14, ~`3 Holding St/Ht Inlet TANK SETBACK INFORMATION St/Ht Outlet TANK TO P/L WELL BLDG. Vent to Air Intake ROAD Dt Inlet Septic , Dt Bottom Dosing Header/Man. Aeration Dist. Pipe Holding Bot. System Q 4,LrA 11c. tis PUMP/SIPHON INFORMATION Final Grade 3. c' /c . SC Manufacturer Demand St Cover GPM a u - Js `9 Model Number 01 -73 'rl TDH Lift Friction Loss System Head TDH Ft Forcemain Length Dia. Dist. to Well SOIL ABSORPTION SYSTEM * . r BED/TRENCH Width Length No. Of Trenches PIT DIMENSIONS No. Of Pits Inside Dia. Liquid Depth DIMENSIONS n d SETBACK SYSTEM TO P/L BLDG WELL LAKE/STREAM LEACHING Manufacturer: INFORMATION CHAMBER OR Type Of System: r UNIT Model Number: DISTRIBUTIONS STEM Header/Manifold Y ,:5 Distribution r • x Hole Size . • x Hole Spacing Vent ko Air Intake Pipe(s) I L ength Dia Length Dia Spacing - Z.- i i SOIL COVER x Pressure Systems Only xx Mound Or At-Grade Systems Only t- ` ' - Depth Over Depth Over xx Depth of xx Seeded/ dded r Mulched Center ° Bed/Trench Edges Topsoil Bed/Trench Yes No Yes z_`'i y No COMMENTS: (Include code discrepencies, persons present, etc.) Inspection #1: 16 3 /P Inspection #2: Location: iieble $7(p Lis- ' Ave— C ~ . _ - n 1.) Alt BM Description = 2.) Bldg sewer length pIOW -amount of cover = ri r } t Plan revision Required? Yes '1I No ~ 14 Use other side for additional information. SBD-6710 (R.3/97) Date Insepctor's Signature Cert. No. I t County Industry Services Division Sr. Croix 1400 E Washington Ave Q s Sanitary Permit Number (to be filled in by Co.) 3 P P.O. Box 716 ~y ~ ;_;4w! '1'1a 1~ Madison, WI 5370 62 ~g 6 74 (to sjk)N~, -14 COUNTY ~4j1 , , ate T2rsansaction Number ,t, It Application ~ ~V nu N l X In accordance vdi h'SPS 383.21(2), Wis. Adm. Code, submission of this form to the appropriate govermt. ~~8c is required prior to obtaining a sanitary permit. Note: Application forms for state-owned POWTS are submitted to the Department of Safety and Professional Services. Personal information you provide may be used for secondary Prow t Ad ess (if different than mailing address) purposes in accordance with the Privacy Law, s. 15.04(1)(m), Stats. W,90?--Ave, L Application Information - Please Print All Information Property Owner's Name, k J pt U O'Kane, Edward 01 V3 ~,,`-/O 7c,)r- Property Owner's Mailing Address Property Location 55 Crowne Pointe Curve Govt. Lot City, State Zip Code Phone Number S W '/4, NE 1/4, Section 19 Hudson, WI 54016 cle one) T31N R18Eo° II. Type of Building (check all that apply) Lot # 3 ® 1 or 2 Family Dwelling - Number of Bedrooms 7 Subdivision Name ❑ Public/Commercial - Describe Use Block # ❑ City of ❑ State Owned -Describe tJse / Village SMNumber ❑ of X ~ O ®Town of Star Prairie 1 kzl A wO III. Type of Permit: (Check only one box on line A. Complete line B if a licable) A. ® New System ❑ Replacement System ❑ 'freatment/Holding Tank Replacement Only ❑ Other Modification to Existing System (explain) 13 ❑ Permit Renewal ❑ Permit Revision ❑ Change of ❑ Permit Transfer to New List Previous Permit Number and Date Issued Before Expiration Plumber Owner / IV. Type of POWTS System/Component/Device: (Check all that apply) ❑ Non-Pressurized In-Ground ❑ Pressurized In-Ground ❑ At-Grade ®Mound ? 24 in. of suitable soil ❑ Mound < 24 in. of suitable soil ❑ Holding Tank ❑ Other Dispersal Component (explain) ❑ Pretreatment Device (explain) t .1, 1 OR L V. Dis ersal/T atment Area Information: Design Flow ( d) Design Soil Application Dispersal Are equired (sf) Dispersal Area Proposed System Elevatio 450 Rate(gpdsf) 750 1479 98.92" 0.6 VI. Tank Info Capacity in Gallons ~ o Total # of Man facturer U o Gallons Units ' t 2 New Tanks Existing Tanks W p U ~ y U., tj p., Septic or Holding Tank 1000 1000 I ieser C crete ® ❑ ❑ ❑ ❑ Dosing Chamber 750 750 1 Wieser Concrete ® ❑ ❑ ❑ ❑ VII. Responsibility Statement- I, the undersigned, assume responsibility for installation of the POWTS shown on the attached plans. Plumber's Name (Print) Plumber' ign re MP/MPRS Number Business Phone Number s John Schmitt Zj /~~~Za 223760 715-760-0486 Plumber's Address (Street, City, State, Zip Code) 616 150`n Ave. Somerset, WI 54025 VIII. ount /De artment Use Only Approved tsapprove Permit Fee Date sued Issuing nt Signature ven Reason for Denial $ ~ 4b 7 ' `9 P IX. Condi" MT sons for Disapproval It t.ll a must a+nd 3 Jtlleperxsi cell must all ll ¢g sellces__._nn!kr%g 4L , pis per rnanagement plan provided by plumber, 2. 'Ai AC n 1 Wftmants must .t to mainta ined n psr oppic" cndm / erdinanoea. r r1 1. Attach to complete plans for the system and ubmit to the County on paper not less hap Uz X I I inches in size SBD-6398 (R03/14) P J PLOT PLAN N Project Name: O'Kane 3 Bedroom Mound Legal Description: SW114, NE1/4, S19, T31N, R18W P.I.D: Pending Subdivision Name: 17.86 Acre Parcel Lot 7 Township: Star Prairie Parcel Size: 17.86 Acres SCALE: 1" = ao' County: St. Croix Contour Line Elevation: 98.00 Cell Dimensions: 6' X 75' 4 inch Sch 40 -ASTM D2665 System Elevation 98.92' Mound Dimensions: 93.41' x 24.60' 2 inch Sch 40 -ASTM D1785 SIOpe: 12°iu 11/2 Sch 40 -ASTM D1785 A BM1 Elevation: 100.00' Top of 2" PVC pipe 0 BM2 Elevation: 96.04' Top of 2" PVC pipe ■ Backhoe Pits: Septic & Dose Tank: Wieser Concrete WLP1000/650 gallon Septic/Dose Tank with POLYLOK 525 Effluent Filter NOTE: Force Main to be insulated under driveway NOTE: For full view of the parcel see the Certified Survey Map )Jp2T►1 Q/L Z.q I ~ f3n1~ ~ ~2iti'~ c ~ L11L,= 1 S'LO P i 3 D2o©M Z ~ ~ous,f 1 ♦ ~ 8Z `I 1 33 N 1000165-0 5 -Pi Jc/Di0ScT/kt11 r. 9C 1-= DMZ l~ aM I>~ W/ POLti ~OtC ~ Z 5 N~JC O Page 11 y1~9ti2nx7.~tF.vT DIVISION OF INDUSTRY SERVICES o~ o~ 3824 CREEKSIDE LN D P HOLMEN WI 54636-9466 t Contact Through Relay I P K http://dsps.wi.gov/programs/industry-services www.wisconsin.gov ssroNPN' Scott Walker, Governor Dave Ross, Secretary July 07, 2016 CUST ID No. 223760 ATTN.- POWTS Inspector JOHN F SCH 41TT ZONING OFFICE SCHMITT & SONS EXCAVATING ST CROIX COUNTY SPIA 616 150TH AVE 1101 CARMICHAEL RD SOMERSET WI 54025-6920 HUDSON WI 54016-7708 CONDITIONAL APPROVAL PLAN APPROVAL EXPIRES: 07/07/2018 SITE: Identification Numbers Edware O'Kane Transaction ID No. 2732525 205TH Ave Site ID No. 826147 Town of Star Prairie Please refer to both identification numbers, St Croix County above, in all correspondence with the agency. SW1A, NE 1/4, S19, T3 IN, RI 8W FOR: Description: Three Bedroom Mound System / Sloping site Object Type: POWTS Component Manual Regulated Object ID No.: 1611305 Maintenance required; 450 GPD Flow rate; 25 in Soil minimum depth to limiting factor from original grade System(s): Mound Component Manual - Ver. 2.0, SBD -10691-P (N.01/01, R. 10/12), Pressure Distribution Component Manual - Ver. 2.0, SBD-10706-P (N.01/01, R. 10/12); Effluent Filter The submittal described above has been reviewed for conformance with applicable Wisconsin Administrative Codes and Wisconsin Statutes. The submittal has been CONDITIONALLY APPROVED. This system is to be constructed and located in accordance with the enclosed approved plans and with any component manual(s) referenced above. The owner, as defined in chapter 101.01(10), Wisconsin Statutes, is responsible for compliance with all code requirements. OONDI No person may engage in or work at plumbing in the state unless licensed to do so by the Department per s.145.06, AP stats. DEPT OF The following conditions shall be met during construction or installation and prior to occupancy or use: PROFESSIO Reminders DIVISION OF • A sanitary permit must be obtained from the county where this project is located in accordance with the requirements of Sec. 145.19, Wis. Stats. • Inspection of the private sewage system installation is required. Arrangements for inspection shall be made wi c r CAF, 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. • 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 7/7/2016 Owner Responsibilities • The current owner, and each subsequent owner, shall receive a copy of this letter including instructions relating to proper use and maintenance of the system. Owners shall receive a copy of the appropriate operation and maintenance manual and/or owner's manual for the POWTS described in this approval. • The owner of a POWTS shall be responsible for ensuring that the operation and maintenance of the POWTS occurs in accordance with this chapter and the approved management plan under s. SPS 383.54(1). • In the event this soil absorption system or any of its component parts malfunctions so as to create a health hazard, the property owner must follow the contingency plan as described in the approved plans. • The owner is responsible for submitting a maintenance verification report acceptable to the county for maintenance tracking purposes. Reports shall be submitted at intervals appropriate for the component(s) utilized in the POWTS. In granting this approval the Division of Industry Services reserves the right to require changes or additions should conditions arise making them necessary for code compliance. As per state stats 101.12(2), nothing in this review shall relieve the designer of the responsibility for designing a safe building, structure, or component. Inquiries concerning this correspondence may be made to me at the telephone number listed below, or at the address on this letterhead. The above left addressee shall provide a copy of this letter and the POWTS management plan to the owner and any others who are responsible for the installation, operation or maintenance of the POWTS. Sincerely, Fee Required $ 250.00 This Amount Will Be Invoiced. erard M Swim When You Receive That Invoice, POWTS Plan Reviewer, Division of Industry Services Please Include a Copy With Your (608)789-7892, Mon - Fri, 7:15 am - 4:00 pm Payment Submittal. jerry.swim@wisconsin.gov WiSMART code: 7633 cc: Edwin A Taylor, Wastewater Specialist, (715) 634-3484, Monday - Friday 8:00 am To 4:30 pm Note: Effective January 1, 2012, all codes under the jurisdiction of the Division of Industry Services (formerly Safety & Buildings) will be modified. Code references with prefixes starting with "Comm" have been replaced with "SPS" to recognize the relocation of the Division of Industry Services from the former Department of Commerce to the Department of Safety & Professional Services. Additionally, all IS (formerly S&B) codes have been renumbered and addressed in a "300" series. For future reference, the Wisconsin Commercial Building Code will be addressed by SPS Chapters 360-366. JOHN F SCH[vHTT Page 2 7/7/2016 Owner Responsibilities • The current owner, and each subsequent owner, shall receive a copy of this letter including instructions relating to proper use and maintenance of the system. Owners shall receive a copy of the appropriate operation and maintenance manual and/or owner's manual for the POWTS described in this approval. • The owner of a POWTS shall be responsible for ensuring that the operation and maintenance of the POWTS occurs in accordance with this chapter and the approved management plan under s. SPS 383.54(1). • In the event this soil absorption system or any of its component parts malfunctions so as to create a health hazard, the property owner must follow the contingency plan as described in the approved plans. • The owner is responsible for submitting a maintenance verification report acceptable to the county for maintenance tracking purposes. Reports shall be submitted at intervals appropriate for the component(s) utilized in the POWTS. In granting this approval the Division of Industry Services reserves the right to require changes or additions should conditions arise making them necessary for code compliance. As per state stats 101.12(2), nothing in this review shall relieve the designer of the responsibility for designing a safe building, structure, or component. Inquiries concerning this correspondence may be made to me at the telephone number listed below, or at the address on this letterhead. The above left addressee shall provide a copy of this letter and the POWTS management plan to the owner and any others who are responsible for the installation, operation or maintenance of the POWTS. Sincerely, Fee Required $ 250.00 This Amount Will Be Invoiced. erard M Swim When You Receive That Invoice, POWTS Plan Reviewer, Division of Industry Services Please Include a Copy With Your (608)789-7892, Mon - Fri, 7:15 am - 4:00 pm Payment Submittal. jerry.swim@wisconsin.gov WiSMART code: 7633 cc: Edwin A Taylor, Wastewater Specialist, (715) 634-3484, Monday - Friday 8:00 am To 4:30 pm Note: Effective January 1, 2012, all codes under the jurisdiction of the Division of Industry Services (formerly Safety & Buildings) will be modified. Code references with prefixes starting with "Comm" have been replaced with "SPS" to recognize the relocation of the Division of Industry Services from the former Department of Commerce to the Department of Safety & Professional Services. Additionally, all IS (formerly S&B) codes have been 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 RE 1µt JUN 28 2016 i Project Name: O'Kane 3 Bedroom Mound HNDLISTRY 8F,':t'`i ,ES Owners Name: Edward O'Kane Owner's Address 55 Crowne Pointe Curve Hudson, WI 54016 Legal Description: SW1/4, NE1/4, S19, T31N, R18W Township Star Prairie County: St. Croix Subdivision Name: 17.86 Acre Parcel Lot Number: 7 Block Number Parcel I.D. Number Pending T,IONALLY Plan Transaction No. -,,IOVED AFETY AND Page 1 Index and title N"AL SERVICES Page 2 Data entry USTRY SERV,, Page 3 Mound drawings Page 4 Lateral and dose tank Page 5 System maintenance specifications Page 6 Management and contingency plan _ Page 7 Septic and Dose tank specifications Page 8 Effluent filter information Page 9 & 10 Pump specifications and curve Page 11 Plot plan Page 12 Septic tank maintenance agreement Page 13 Warranty deed Page 15 CSM Attachment Soil evaluation report Designer: John Schmitt License Number: 223760 Date: 6/22/2016 Phone Number: 715-760-0486 Z17 Signature: L1 / ~~7/~e 7 Designed Pursuant to the Mound Component Manual for POWTS Version 2.0 SBD-10691-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 7.0 (R. 03/2012) Page 1 Mound and Pressure Distribution Component Design Design Worksheet Site Information F R Residential or Commercial Design Note: Sand fill (D) calculations assume a 300.00 Estimated Wastewater Flow (gpd) Table 383-44-3 in-situ soil treatment for 1.50 Peaking Factor (e.g. 1.5 = 150%) fecal coliform of 36 inches. 450.00 Design Flow (gpd) 12.00 Site Slope 98.00 Contour Line Elevation (ft) 25.00 Depth to Limiting Factor (in) 0.60 In-situ Soil Application Rate (gpd/ft) Distribution Cell Information 75.00 Dispersal Cell Length Along Contour (ft) = 6.00 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? Enter Y or N I C Center or End Manifold 3.00 Lateral Spacing (ft) If N above, enter the elevation (ft) 4 Number of Laterals of the highest point. F_ 0.188 Orifice Diameter (in) 2.50 Estimated Orifice Spacing (ft) = 7.50 ft2/orifice Z.00 Forclemain Diameter (in) 110.00 Forcemain Length (ft) Does the forcemain drain back?4 AY 85.00 Pump Tank Elevation (ft) Ere Y)l y 3.25 System Head (ft) x 1.3 17.94 Forcemain Drainback (gal) 13.50 Vertical Lift (ft) 67.32 5x Void Volume (gal) 3.52 Friction Loss (ft) 85.26 Minimum Dose Volume (gal) 1 h 0.00 In-line Filter Loss (ft) 39.32 System Demand (gpm) 20.27 Total Dynamic Head (ft) Lateral Diameter Selection Manifold Diameter Selection in. dia. options choice in. dia. options choice 0.75 1.25 1.00 1.50 x x 1.25 x 2.00 x 1.50 x x 3.00 2.00 x 3.00 x Gallons/Inch Calculator (option ai Treatment Tank Information Total Tank Capacity (gal) i 1000.00 Septic Tank Capacity (gal) Total Working Liquid Depth (in) Wieser Concrete Manufacturer gal/in (enter result in cell 649) Dose Tank Information Effluent Filter Information 650.00 Dose Tank Capacity (gal) Pol lok_ Filter Manufacturer 17.00 Dose Tank Volume (gal/in) 525 Filter Model Number Wieser Concrete Manufacturer Project: O'Kane 3 Bedroom Mound Page 2 Mound Plan and Cross Section Views T 1/10 B ; J Observation Pipe T . ~ - l K. T A W B . I • L Mound Component Dimensions ft A 6.00 ft E 19.64 in H 1.00 ft K [Mft B 75.00 ft F 9.50 in z 13.73 ft L ft D 11.00 in G 0.50 ft J 4.87 ft W 450.00 (ft2) Dispersal Cell Area 1479.49 (ft2) Basal Area Available 6.00 (gpd/ft) Linear Loading Rate 7.50 (ft) 1/10 B Obs. Pipe Placement Mound Cross Section View Aggregate Dispersal Area Finished Grade 100.71 (ft) ~ F " 99.42 (ft) Lateral 98.92 (ft)--* - Dispersal Cell Invert Dispersal Cell Q Elevation E D s 1 98.00 (ft) Contour Elevation 12.0 % Site Slope Geotextile Fabric Cover Shading Key a Dispersal Cell See lateral details on 11 Topsoil Cap o c 1.5 ft Page 4 for number, size, Subsoil Cap y o and spacing of laterals. ©0 ASTM C33 Sand; Laterals are equally F m 0.5 ft Typical Lateral spaced from the ®0 Tilled Layer y ©0 Aggregate v o_ distribution cell's centerline in the A } distribution cell (AxB). Project: O'Kane 3 Bedroom Mound Page 3 Center Connection Lateral Layout Diagram Force main connection via tee or cross to manifold at any point. Laterals are identical ~E p S Turn-upw1ballvalveor X-.I<- x12 ( x1241 Laterals Morcemwn Sch 40 PVc clesnoutpluq per SPS Table 384 3M Hides drilled or. the bottom of the lateral Number of Laterals 4 Orifice Diameter 0.188 in Lateral Diameter 1.50 in Orifice Spacing (X) 2.53 ft Lateral Length (P) 36.69 ft Orifices per Lateral 15 Lateral Spacing (S) 3.00 ft Orifice Density 7.50 ft2/orifice Lateral Flow Rate 9.83 gpm Manifold Length 3.00 ft System Flow Rate 39.32 gpm Manifold Diameter 1.50 in Total Dynamic Head 20.27 ft Forcemain Velocity 4.02 ft/sec Dose Tank Information Locking cover with warning label and locking device and sealed watertight Electrical as per NEC 300 and SPS 316.300 WAC 4 in.. min. Disconnect _ Tank component is properly vented Alternate outlet location Forcemain diameter Wieser Concrete Manufacturer 2 in. Capacit 650.00 Gallons T Volume 17.00 gal/inch A Weep hole or anti- Dimension Inches Gallons B siphon device A 20.22 343.74 B 2.00 34.00 C Pump off elevation (ft) C 5.02 85.26 85.92 D 11.00 187.00 D Total 38.24 650.00 Dose tank elevation (ft) 3" Bedding un er tank. 85.00 Alarm Manuafacturer SJE Rhombus Note: Switches Alarm Model Number Tank Alert AB containing mercLII-V i _ may not be used Pump Manufacturer Zoeller... Pump Model Number 152 Pump Must Deliver 39.32 gpm at 20.27 ft T D H Project: O'Kane 3 Bedroom Mound Page 4 Mound System Maintenance and Operation Specifications Service Provider's Name John Schmitt Phone 715-760-0486 POWTS Regulator's Name St. Croix County Zoning_ Phone 715-760-0486 System Flow and Load Parameters Design Flow - Peak 450 gpd Maximum Influent Particle Size 1/8 in Estimated Flow - Average 300 gpd Maximum BOD5 220 mg/L Septic Tank Capacity 1000 gal Maximum TSS 150 mg/L Soil Absorption Component Size 450 ft2 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 3 year Mound Inspect for poonding and seepage once every 3 years )tIIP Miscellaneous Construction and Materials Standards 1. Observation pipes are slotted and materials conform to Table SPS 384.30-1, have a watertight cap, and are secured in as shown in the mound component manual. 2. Dispersal cell aggregate conforms to SPS 384.30 (6)(i), Wis. Adm. Code. 3. All gravity and pressure piping materials conform to the requirements in SPS 384, Wis. Adm. Code. 4. Tillage of the basal area is accomplished with a mold board or chisel plow. 5. The mound structure and other disturbed areas will be seeded and mulched to prevent soil erosion and help reduce frost penetration. Lateral Turn-up Detail Finished Grade 6-8" Diameter Lawn Threaded Cleanout Sprinkler Valve Box Plug or Ball Valve Distribution g X75 Sweep 90 or Two 45 Degree Bends Same Diameter as Lateral Project: O'Kane 3 Bedroom Mound Page 5 Mound System Management Plan Pursuant to SIPS 383.54, Wis. Adm. Code General This system shall be operated in accordance with SPS 382-84 Wis. Adm. Code, and shall maintained in accordance with its' component manuals [SBD-10691-P (N.01/01, R. 10/12), SSWMP Publication 9.6 (01/81), and Pressure Distribution Component Manual Ver. 2.0 SBD- 10706-P (N. 01/01, R. 10/12)] and local or state rules pertaining to system maintenance and maintenance reporting. No one should ever enter a septic or pump tank since dangerous gases may be present that could cause death. Septic and pump tank abandonment shall be in accordance with SIPS 383.33, Wis. Adm. Code when the tanks are no longer used as POWTS components. Septic or pump tank manhole risers, access risers and covers should be inspected for water tightness and soundness. Access openings used for service and assessment shall be sealed watertight upon the completion of service. Any opening deemed unsound, defective, or subject to failure must be replaced. Exposed access openings greater than 8-inches in diameter shall be secured by an effective locking device to prevent accidental or unauthorized entry into a tank or component. Septic Tank The septic tank shall be maintained by an individual certified to service septic tanks under s. 281.48, Stats. The contents of the septic tank shall be disposed of in accordance with NR 113, Wis. Adm. Code. The operating condition of the septic tank and outlet filter shall be assessed at least once every 3 years by inspection. The outlet filter shall be cleaned as necessary to ensure proper operation. The filter cartridge should not be removed unless provisions are made to retain solids in the tank that may slough off the filter when removed from its enclosure. If the filter is equipped with an alarm, the filter shall be serviced if the alarm is activated continuously. Intermittent filter alarms may indicate surge flows or an impending continuous alarm. The septic tank shall have its contents removed when the volume of sludge and scum in the tank exceeds 1/3 the liquid volume of the tank. If the contents of the tank are not removed at the time of a triennial assessment, maintenance personnel shall advise the owner of when the next service needs to be performed to maintain less than maximum scum and sludge accumulation in the tank. The addition of biological or chemical additives to enhance septic tank performance is generally not required. However, if such products are used they shall be approved for septic tank use by the Department of Commerce. Pump Tank The pump (dosing) tank shall be inspected at least once every 3 years. All switches, alarms, and pumps shall be tested to verify proper operation. If an effluent filter is installed within the tank it shall be inspected and serviced as necessary. Mound and Pressure Distribution System No trees or shrubs should be planted on the mound. Plantings may be made around the mound's perimeter, and the mound shall be seeded and mulched as necessary to prevent erosion and to provide some protection from frost penetration. Traffic (other than for vegetative maintenance) on the mound is not recommended since soil compaction may hinder aeration of the infiltrative surface within the mound and snow compaction in the winter will promote frost penetration. Cold weather installations (October-February) dictate that the mound be heavily mulched as protection from freezing. Influent quality into the mound system may not exceed 220 mg/L BODS, 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. Contingencv 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. 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T 7 innovations in Precast, Drainage Zabel": PL-525 inf luent Filter & Wastewater Products A Division of Polylok Inc. PL.-525 Filter The PL-525 Filter is rated for 10,000 GPD (gallons per day) making it one of the largest filters in its class. It has 525 linear feet of 1/16" filtration slots. Like the Polylok PL-122, the Polylok PL-525 has an automatic shut-off ball installed with every filter. When the filter is removed for cleaning, the ball will float up and temporarily shut off the system so the effluent won't leave the tank. Features: 1/16" Filtration Slots • Rated for 10,000 GPD (gallons per day). Alarm Switch (optional) • 525 linear feet of 1/16" filtration. 70,000 GPD • Accepts 4" and 6" SCHD 40 pipe. Extension Handle • Built in gas deflector. • Automatic shut-off ball when filter is removed. x ~ Rated for • Alarm accessibility. - 10,000 GPD • Accepts PVC extension handle. } PL-525 Installation: Ideal for residential and commercial waste flows up to 525 Linear Ft. of 1/16" 10,000 gallons per day (GPD). Filtration Slots 1. Locate the outlet of the septic tank. 2. Remove the tank cover and pump tank if necessary. Accepts 4" & 6" 3. Glue the filter housing to the 4" or 6" outlet pipe. If SCHD 40 pipe the filter is not centered under the access opening use a Polylok Extend & Lok or piece of pipe to center filter. 4. Insert the PL-525 filter into its housing." ' 0 Certified to 5. Replace and secure the septic tank cover. NSF/ANSI standard 46 PL-525 Maintenance: The PL-525 Effluent Filters will operate efficiently for several years under normal conditions before requiring cleaning. It is recommended that the filter be cleaned every time the tank is pumped, or at least every three years. If the installed filter contains an optional alarm, the owner will be notified by an alarm when the filter needs servicing. Servicing should be done by a certified Gas Deflector septic tank pumper or installer. Automatic 1. Locate the outlet of the septic tank. Shut-Off Ball 2. Remove tank cover and pump tank if necessary. 3. Do not use plumbing when filter is removed. 4. Pull PL-525 cartridge out of the housing. 5. Hose off filter over the septic tank. Make sure all solids fall back into septic tank. 6. Insert the filter cartridge back into the housing making sure the filter is properly aligned and completely inserted. Outd.."' Alarm Extend & 1. ok Polylok Zabel & Best filters accept Easily installs 7. Replace and secure septic tank cover. the SmartFilter® switch and alarm. into existing tanks. Polylok, Inc. 3 Fairfield Blvd. Wallingford, CT 06492 Toll Free: 877.765.9565 Fax: 203.284.8514 www.ppii4Lk.80m p QV4L/TV PUMPS FUZ21 19,7 SECTION: 2.20.047 ~ ~ FM1919 0110 Product information presented \ ` \ ® Supersedes here reflects conditions at time of publication. Consult factory 1108 regarding discrepancies or ~ inconsistencies. MAIL TO: P.O. BOX 16347 • Louisville, KY 40256-0347 visit our web site: SHIP TO: 3649 Cane Run Road - Louisville, KY 40211-1961 www.zoeller. com (502) 778-2731. 1(800) 928-PUMP • FAX (502) 774-3624 COMPARE THESE FEATURES • Durable cast iron construction 151/152/153 EFFLUENT SERIES • Model 151 comes standard with a glass-filled polypropylene base (For Pump Prefix Identification see News & Views 0052) • Corrosion resistant powder coated epoxy finish • Stainless steel lifting handle C r% 0 S EmMATE • Assembled with stainless steel bolts L; F_1% I • Non-clogging engineered thermoplastic vortex FOR SEPTIC TANK - LOW PRESSURE PIPE (LPP) impeller design AND ENHANCED FLOW STEP SYSTEMS • Model 151 -1 /3 HP passes Y2" spherical solids 1 r tt , EFFLUENT "M JP .r'Op Model 152 -.4 HP passes 3/4° spherical solids I SUBMERSIBLE /2" NPT DISCHARGE • Model 153 -1/2 HP passes 3/4' spherical solids 1' • Motor - 60 Hz, 3450 RPM, oil-filled, hermetically sealed, automatic reset thermal overload protected -U 3ode1 N152,`N1 53 • Carbon/Ceramic seals High Head C S Effluent • Upper sleeve bearing and lower ball bearing running Tested to UL StandardUL778 in bath of oil and CertiredtoCSA Standard CSA22,2 No. 108 • 20 ft. UL Listed power cord with molded 3-wire plug 1'/z" NPT vertical discharge MODELS AVAILABLE • BN and BE standard models include a 20 ft. variable N151/N152/N153 & E151/E1521153 nonautomatic level float switch BN151/BN152/BN153 & BE151/BE152/BE153 • Operates at temperatures to 130°F °C packaged with Piggyback Variable Level Float Switch (54) In effluent 1/3_4 & 112 HP, 1Ph 115V or 230V applications • All models include a 1'/2' 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, ~r POWDER COATED TOUGH'" Model BN1521BN153 MAIL TO: P0. BOX 16347 Nigh Read Louisville, KY 40256-0347 Effluent SHIP TO: 3649 Cane Run Road Louisville, KY 40211-1961 (502) 778-2731. 1 (800) 928-PUMP FAX (502) 774-3624 Manufacturers of . Z ® QU4L/TV PUMPS F11VCE Page 9 © Copyright 2010 Zoeller Co. All rights reserved. TOTAL DYNAMIC HEAD/FLOW LL PUMP PERFORMANCE CURVE PER MINUTE so MODEL 151/152/153 EFFLUENT AND DEWATERING 14 45 153 40MODEL 151 152 153 12 Feet Meters Gal. Liters Gal. Liters Gal. Liters 35 5 1.5 50 189 69 261 77 291 < a 10 15z 10 3.0 45 170 61 231 70 265 30 15 4.6 38 144 53 201 61 231 '0 8 26 20 6.1 29 110 44 167 52 197 25 7.6 16 61 34 129 42 159 5 1516 20 30 9.1 23 87 33 125 35 10.7 - - 22 85 4 15 40 12.2 - - - 11 42 4 o Shut-off Head: 30 ft. (9.1m) 38 ft. (11.6m) 44 ft. (13.4m) 2 0145088 5 Model 151 Models 1521153 10 20 30 4 50 60 70 80 90 loo GALLONS.-~_ 6 7132- 6 7/32 LITERS 0 40 80 120 160 200 240 280 320 360 3 7/8 4 518 3718 ---_~,i~- 4518 r FLOW PER MINUTE 014508A CONSULT FACTORY F 3718 1 37+/8 SPECIAL APPLICATIONS o o t f 3718 3718 e • Timed dosing panels available e + L I, • Electrical alternators, for duplex systems, are available and 117NPT supplied with an alarm • Variable level control switches are available for controlling 4__ _ single phase systems • Double piggyback variable level float switches are available for variable level long and short cycle controls Sealed Qwik-Box available for outdoor installations - See 11 W16 L z „e FM1420 • Over 130°F (54°C) special quotation required 4,f 116 s e 151/152/153 Series LA SK2444 SK2064 151/152/153 MODELS Control Selection Model Volts-Ph Mode Amps Simplex Duplex N151 115 1 Non 6.0 1 2 -or 3 BN 151 115 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 N152 115 1 Non 8.5 1 2or3 Easy assembly" pump & discharge pipe BN152 115 1 Auto 8.5 Included 2 or 3 not included.) E152 230 1 Non 4.3 1 2 or 3 BE152 230 1 Auto 4.3 ncluded 2 or 3 N153 115 1 Non 10.5 1 2 or 3 BN153 115 1 Auto 10,5 Included 2 or 3 E153 230 1 Non 5.3 1 2 or 3 BE153 230 1 Auto 5.3 Included 2 or 3 SELECTION GUIDE 102421 1. Single piggyback variable level float switch or double piggyback variable level OPTIONAL PUMP STAND / " float switch. Refer to FM0477. Reduces potential clogging g by debris 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 11/2" or 2" PVC piping A CAUTION 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: Make sure float is free from obstruction. most recent National Electrical Code (NEC) and the Droupationai Safety and Health Art, (OSHA), RESERVE POWERED DESIGN For unusual conditions a reserve safety factor is engineered into the design of every Zoeller pump, Page 10 © Copyright 2010 Zoeller Co. All rights reserved. PLOT PLAN N Project Name: O'Kane 3 Bedroom Mound Legal Description: SW1/4, NE1/4, S19, T31N, R18W P.I.D: Pending Subdivision Name: 17.86 Acre Parcel Lot 7 Township: Star Prairie Parcel Size: 117.86 Acres SCALE: 1" = ao' County: St. Croix Contour Line Elevation: 98.00 Cell Dimensions: 6' X 75' 4 inch Sch 40 -ASTM D2665 System Elevation 98.92' Mound Dimensions: 93.41' x 24.60' 2 inch Sch 40 -ASTM D1785 Slope: 12% 11/2 Sch 40 -ASTM D1785 BM1 Elevation: 100.00' Top of 2" PVC pipe BM2 Elevation: 96.04' Top of 2" PVC pipe ■ Backhoe Pits: Septic & Dose Tank: Wieser Concrete WLP1000/650 gallon Septic/Dose Tank with POLYLOK 525 Effluent Filter NOTE: Force Main to be insulated under driveway NOTE: For full view of the parcel see the Certified Survey Map 37q, A Q I ~ • p2IVit iag` 1 1 Q/ ~ L ON i M2 \ wc~~ 6 AkAGr_ L~Itiy,c \ o 1 510 PF 3 i3c02oom i z ~ ~ a r Na4+s i= Z $3 \ I10, 2`! S~PI J( dc3 TArvl~ J~ac Page 11 l- ST. CROIX COUNTY SEPTIC TANK MAINTENANCE AGREEMENT AND OWNERSHIP CERTIFICATION FORM Owner/Buyer Edward O' K a n e Mailing Address 55 Crowne Pointe Curve, Hudson, WI 54016 Property Address F 74(o 2 os P-, 4&&- (Verification required from Planning & Zoning Department for new construction.) City/State Somerset, WI Parcel Identification Number 03,?- /p77 - (op - /Lc:) LEGAL DESCRIPTION Property Location SW '/4 , NE '/4 , Sec. 9 , T 3 N R $ W, Town of Star Prairie Subdivision Plat: , Lot # 7 Certified Survey Map # ' 6 7- 22'7 , Volume Z 'Page # Warranty Deed # 6 2-76 5 Z (before 2007)Volume , Page # Spec house 0yesano Lot lines identifiable ElyesOno 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 §SPS. 383.52(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 113 frill 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 Safety And Professional Services 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 th' rm are true to the best of my/our knowledge. I/we am/are the owner(s) of the property described above, by virtue of 24anty deed recorded in Register of Deeds Office. Number of bedrooms 3 4: ~:Z: ,-..-rte 41," ~7 / 3 SIGNATURE OF APPLICANT(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. 04/12) Page 12 p= 4-p` 7 Nd14701 + x ry 1 45 1.1'}6{1' I 1.3 a' 0 0 o.Q 3ON3aISSN 3NVAO Q3 ' f~~ ~ [ ~ i ~ ~ t 7T1 9NI1~VM1V0'J 39m 9N1~ il.. 1+ =0 ~ JVV mn E: LOU im a i 1mi ° bw 11O F 1 1 ~ a I xo ¢~o I ~ O ga m4v n n u~w i' D Z - O ~3° arg I I~ Q m w 8W w_ ~ w ,e 9 .P6 ,5:4 4 I I I I I~ P 1 ai l P C, X~!: n u~r I L`~ _ O ~ aA 1 e, P d 4 t r.: 9 I _ - wlo~ o IF; 9 m d I ~ b~ . i w 1 m lP o 4 Uv a a 411 I ~ 1 I r-a FG 11 9 4 1 s i n I - - m it A ~ ~ If1~~ a V ~ ` O II J ~ 1 - I ,nn-,c .9•T x 4 . m m I m m I j .o-.ce -I i v m ~Vy i S iII A ~ I 1 I i I j / I _ I P ~ o Q 1 I a e ,6, .O-.9L .6,T ,O-,9 ,401 .4y I ,6,T5 I L RECEIVED C 5-1 Department of OIL EVALUATION REPORT ` j #1821 ~3F Safety and' UL 12 2 0 1 E accordance with Comm 85, Wis. Adm. C-a- Page 1 of 4 ProfessionV~rytc@Slx COU VPX7X4J Schmitt Soil Testing, Inc. ca (:Firvo Nly ~~4..., W2EBXT Attach complete site plan on~pa%~~Q1dQPKR0,&`M8Nrhes in size. Plan must _ ix include, but not limited to: vertical and horizontal reference point (BM), direction and - - percent slope, scale or dimensions, north arrow, and location and distance to nearest road. Parcel 1. Please print all information. Revie d By Date Personal information you provide may be used for secondary purposes (Privacy Law, s. 15.04 (1) (m)). / Property Owner Property Location O'K_ane, Edward Govt. Lot SW1/4, E1/4, S19, T31N, R18W Property Owner's Mailing Address Lot # Block # Subd. Name or CSM# 55 Crown Pointe Curve 7 CSM Vol 27 Page 6194 city State Zi Code Phone Number P City !Village J Town Nearest Road Hudson WI 54017 715-245-3409 Star Prairie 205Th Ave. New Construction Use: : Residential/ Number of bedrooms 3 Code derived design flow rate 450 GPD Replacement Public or commercial - Describe: Parent material Glacial Till (Amery Series)- Flood plain elevation, if applicable _NA ft. General comments Area is suitable for a mound system. Sysytem elevation is 98.92' based off a contour line established at 98.0'. Depth to limiting and recommendations: factor is 25'. Slope of area is 12%. F -1 Boring 1 Boring # Pit Ground surface elev. __98.49 ft. Depth to limiting factor 26 in. Soil Application Rate Horizon I Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots G_P_ D__/ftz in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 'Etf#2 1 0-13 10yr3/3 none sl 2fsbk mvfr cs 2m,2f 0.6 1.0 2 13-22 10yr4/4 none sl 2fsbk mfr gw 2f,2vf 0.6 1.0 3 22-26 7.5yr4/4 none sl lmsbk mfr gw 1vf 0.4 0.7 - - 4 26-72 5yr4/4 m2d 7.5yr6/6 sl Om mfi 0.2 0.6 7.5yr6/2 Boring 2 Boring # ' - Pit Ground surface elev. ---98.49---- ft. Depth to limiting factor 25 in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots _ GPD/ftl in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 `Eff#2 1 0-10 _ 10yr3/3 none sl 2fsbk mvfr cs 2m,2f 0.6 1.0 - 10-23 10 r4 4 2 y / none sl 2fsbk mfr cs 2vf 0.6 1.0 3 23-25 7.5yr4/4 none scl 2msbk mfr gw 1vf 0.4 0.6 4 25-64 5yr4/4 m2d 7.5yr6/6 sl Om mfi - 0.2 0.6 7.5yr6/2 ' Effluent #1 = BODS> 30 < 220 mg/L and TSS >30 < 150 mg/L ' Effluent #2 = BODS < 30 mg/L and TSS < 30 mg/L CST Name (Please Print) Signature: CST Number Thomas J. Schmitt , 227429 Address Schmitt Soil Testing, Inc. Date Evaluation Conducted Telephone Number 1595 72nd St. New Richmond, WI 54017 5/5/2016 715-760-1978 SBD-8330 (R 07/00) Property Owner O'Kane, Edward Parcel ID # _ Page _ 2 of 4 7] Boring F Boring # Pit Ground surface elev. 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 0-14 10yr3/3 none sl 2fsbk mvfr cs 2f,2f 0.6 1.0 2 14-30 10yr4/3 none sl 2fsbk mfr cs 2f,2vf 0.6 1.0 3 30-40 10yr4/4 c2d 7.5yr6/6 sl 2msbk mfr cs 1vf 0.6 1.0 4 40-71 5yr4/4 m2d 7.5yr6/6 sl Om mf 0.2 0.6 7.5yr6/2 - - - - - Boring F-1 Boring # Pit Ground surface elev. _ ft, Depth . De th to limiting factor 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 Boring Boring # i 1 Pit Ground surface elev. Depth to limiting factor 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 I 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. SM-8330 (R 07/00) Schmitt Soil Testing, Inc. I Page 3 of 4 t Conducted by: - - Conducted For: Schmitt & Sons Excavating, Inc.. Name:. Edward O'Kane Thomas J. Schmitt, CST 227429 Address: 55 Crown Pointe Curve 586 Valley View Trail City, State, Zip: Hudson, WI 54016 T + Somerset,Wl 54025 Phone: 71 -7 0-1978 CSM: Volume ,~7 Signatur r- ` - Lot N0.: 7 _ Date Legal Description: SWI/4 NE1/4 S19 T31N R18W ® Backhoe Pit Township, County: Star Prairie Township, St. Croix County ® Bench Mark 1 El. 100.00' Top of 2" PVC Pipe. - j Bench Mark 2 El. 96.04' top of 2" PVC Pipe Slope 12% Scale 1"= 40' Contour Line Elevation: 98.00 Contour Line Length: 75 t I i ! 4 NOTE: For full view of Lot see Aerial Photo (Page 4 of 4) j C6 7V -ro Lf (L 3 U ~ ( ~ i I t f i \ qq /)020 s~P5 + 3 t + _ l r r 0 1 i l t ~I ~ I~' f 1 i i ~ i t 1 r t 0.2, VS- P146-C yd~ y w S fit- ' . £':Ra~xvWe #hT s s m+'•.: ' . - 'w.d..". tl.. ~+k: I _ ir, ` U+ C'R" Wow LLJ AlF r e 4k a • x y: ~ 'F~• ~~``~,~a~.~ S tit h ~ A~ s ~ca4 `€a` a`r °rt__ ~ek~ §x' vws ° : , r;a of ..-r _itlv ^ i a 1 " a i~ k u' he p swr> ask g;, r£ Wilt 14A. " - > milt } AIM s v- m { to 0 VlAw a~ N ~s tY~'jy . A4P`y • LIM }gam.. ~wr a . ilk JfS 64 t=wh ~"p=y 4I rl ail` « Y §Ru ~aac p rn° o a ts9 go ° ~ ~ ^^'~•~!----..1 -rot ` Ad J o E°m O A2 Z c F W aim c ~ vc . } O (q ~~8