Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
018-1082-10-100 (4)
Wisconsin Department of Commerce PRIVATE SEWAGE SYSTEM County: St. Croix Safety and Building Division INSPECTION REPORT Sanitary Permit No (ATTACH TO PERMIT) 600227 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 Township Parcel Tax No. Robert & Janet Feyereisen TOWN OF HAMMOND 018-1082-10-100 CST BM Elev: Insp. BM Elev: BM Description: 1 Section/Town/Range/Map No: . t? R , ; 111 f, 30.29.17.573 TANK INFORMATION EL VATION DATA TYPE MANUFACTURER CAPACITY STATION BS HI FS ELEV. Septic Benchmark f .5 ,t r Dosing t. Alt. BM Aeration Bldg. Sewer iok fILI - r' Holding St/Ht Inlet V f ° TANK SETBACK INFORMATION AM i fi St/Ht Outlet TANK TO P/L WELL BLDG. Vent to Air Intak iR•OGAI/~ Dt Inlet Septic t Bot;om., t r r t Dosing eader/ Aeration Dist. Pipe / Holding , A Bot. System 805,51 _q, 2 PUMP/SIPHON INFORMATION Final Grade Manufacturer Demand St Cover GPM I~ Model Number 6 N TDH Li) Z Friction L s System Hea Ft TDH O, Forcemain Le th ia.17,ti Dist. to Well SOIL ABSORPTION SYSTEM ' BED/TRENCH Width (y 1 ' Lengtl-w No. Of Trenches PIT DIMENSIONS No. Of Pits Inside Dia. Liquid Depth DIMENSIONS ,/LJ OLr d SETBACK SYSTEM TO P/L BLDG WELL LAKE/STREAM EACHING Manufacturer: INFORMATION Tye f Syto &3/ CHAMBER OR ~q 6b` UNIT Model Number: DISTRI UTION SYSTEM tj PbA4 Q a Header/ a i Distributio X / x `ol~Size x Hole Spacing I oVen~tto Air Intake 'i Pipe(s) 1 Length Dia 1 .Length ~ .[e Dia / s Spacing J 1V M SOIL COVER 1 x Pressure systems only xx Mound Or At-Grade Systems Only T C/ Depth Over LL Depth Over xx Depth of 1XX Seeded/Sodded jxx ulched B Tren en, r1a 1 Bed/Trench Edges /f Topsoil • Q I ~ Yes ~ No )Oes No C E S: (Include cod discrepencies, persons present, etc.) Inspection #1: Inspection #2: Location: 720 159TH ST i ~ : ~ QW L ` ,l !a ■ ~ y r ~ 1.) Alt BM Description = 1 VYY a 7 1 K 2.) Bldg sewer length 0A *1 Tf VA ~4 - - amount of cover =l~y(T Plan revision Required? Yes )CIO 1( /7 Use other side for additional informati6n. _(b Zeignature SBD-6710 (R.3/97) Date Cert. No. ST. CROIX COUNTY ZONING OFFICE CERTIFICATION STATEMENT 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 t? -t,- located at: L' 1/4, 1 /4, Se Lion , TownVN, Range W, Town of TYH111~ , St. Croix County Wisconsin. Upon inspection, I certify that I have found the tank(s), to the best of my knowledge, will confonn to the requirements of SPS. 384.25, and it (thee) appear(s) to be functioning properly. Most recent date of inspection or service to - ri - t7 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) , o t4rte ~ c Yt it i r 1` censed Plumber Signature) (Print Name) 0 (Title) (License Number) MP/MFRS /o-/-17 (Date) Form to be completed by licensed plumber (Dept of Safety and Professional Services Chapter 305 and s. 145.06, Wisconsin Statutes) or licensed disposer (NR 113 Wisconsin Administrative Code) Rev. 2/2012 PLOT PLAN N Project Name: Feyerisen 3 Bedroom Replacement Mound Legal Description: SE1/4, SE114, S30, T29N, R17W P.I.D: 018-1082-10-100 Subdivision Name: Meadow Ride Lot 10 SCALE: V'= 50' Township: Hammond Parcel Size: 2.270 Acres County: St. Croix Contour Line Elevation: 104.55 Cell Dimensions: 6' X 75' 4 inch Sch 40 -ASTM D2665 System Elevation 105.30 Mound Dimensions: 91.33' X 20.19' 2 inch Sch 40 -ASTM D1785 Slope 6 11/2 Sch 40 -ASTM D1785 AL BM1 Elevation: 100.00' To of 1" Iron lot corner pipe ♦ BM2 Elevation: 97.94' To of 2" PVC pipe ■ Backhoe Pits: Septic & Dose Tank: Existing Huffcutt 1000/600 gal Septic/Dose Tank wl 5iM T[-CH Sir -1~ iy i~r'ICI to a- l`r VV < L L C) 011~' CA ~ DrCrq°' 1eec,/ 6,00 •T IV is ! ?t qot~ cs'~ C, I,, CC rvlrtrlL .C D Ni c qf2 LINE n~E' c/ N PA Paco 1 7 - a~ raeru2~ - t County ^``rr r RECEIVED St. Croix In ustry Services ivsion D 1400 E Washington Ave ~i $ Sanitary Permit Number (to be filled in by Co.) P lJi O. B x 7162 Z., OCT 2~~~ Madi W 37 71 q b a rf ST. CROM COU /'aOMMUN'rMf"`mlt Appll State Transa n Number y 1 YY ULI 300241;11/ In accordance with SPS 383.21(2), Wis. Adm. Code, submission of this form to the appropriate governmental unit is required prior to obtaining a sanitary permit. Note: Application forms for state-owned POWTS are submitted to the Department of Safety and Professional Services. Personal information you provide may be used for secondary Project Address (if different than mailing address) purposes in accordance with the Privacy Law, s. 15.04(1)(m), Stars. 720 159'j' Street 1. Application Information lease Print All Information Property Owner's Namc Parcel # Feyereisen, Robert & Janet O OR 1 Property Owner's Mailing Address Property Location 720 159'x' Street Govt. Lot City, State Zip Code Phone Number SE ''/a, SE Section 30 Roberts, WI 54023 circle one) T29N R17Eo II. Type of Building (check all that apply) a Lot # ® I or 2 Family Dwelling - Number of Bedrooms J 10v/ Subdivision Name Meadow Ridge ❑ Public/Commercial - Describe Use Block # ❑ City of ❑ State Owned - Describe Use CSM Number ❑ Village of ❑ Town of 1 lammond 111. Ty pe of Permit: reek o1 ox o Complete line B if applicable) A. ❑ New System <offReplacementSystern Treatmlent/Holding Tank Replacement Only ❑ Other Modification to Existing . ystem (explain) B ❑ Permit Renewal ❑ Permit Revision ❑ Change of ❑ Permit Transfer to New List Previous r it Number and Date Issued Before Expiration Plumber Owner IV. Tye of POWTS System/Component/Device: (Chec app y) - ❑ Non-Pressurized In-Ground ❑ Pressurized In-Ground ❑ Mound ? 24 in. of suitable soi ound < 24 in. of suitable soil ❑ Holding Tank ❑ Other Dispersal Component (explain) ❑ Pretreatment Device (explain) V. Dis ers Treatment Area Information: Design FI (gpd) Design S Application Dispersal a Required (st) Dispersal~a Proposed (sO System Elevation 450 Rate( sf) 1125 1125 / 105.30 0.4 / Vl. Tank Info Capacity in Gallons Total # of o E ° ° Manufacturer w U Gallons llnits Ncw Talks xisuu inks 1M L- n i VVI ~ IDO Septic or Bolding "Dank 1000 1000 1 1 fuffcutt Concrete ® ❑ ❑ ❑ ❑ Dosing Chamber 600 600 1 Huffcutt Concrete ® ❑ ❑ ❑ ❑ VII. Responsibility Statement- I, the undersigned, assume responsibility for installation of the POWTS shown on the attached plans. Plumber's Name (Print) Phm s S iature MP/MPRS Number Business Phone Number John Schmitt y~~Z G t223760 715 760 0486 Plumber's Address (Street, City, State, Zip Code) 616 150'' Ave. Somerset, WI 54025 VI I. County/De artment Use Only t4Ajj,,roved roved Permit[F~ce Date Is tied Issuing Agent i attire O . °i )0~7//7 r Giv i for Denia $ L/l l /y.. / IX. Conditions of Approval/Reasons for Disapproval 13), COA I'~' W S ~n to-J- LA cY1 ~?I b11 G SYSTEM OWNER. IL~.A , w/ Is ptr(n- ) 1. Septic tank, effluent filter and G It. dispersal cell must sn pr,P I d bmaintained y II D ~t~r/~C as per management t plan rovised by wlumt_~er. 2. All setback regture 6t6ril4 ystem and submit to e County only o ape not s tha 8 112 x I inches in size as per applicaole code/ordinances. ills' `tbr, Y SBD-6398 (803/14) DIVISION OF INDUSTRY SERVICES 3824 CREEKSIDE LN D HOLMEN WI 54636-9466 Contact Through Relay S, http://dsps.wi.gov/programs/industry-services www.wisconsin.gov ~sslScott Walker, Governor Laura Gutierrez, Secretary October 05, 2017 CUST ID No. 223760 A7'TN: PO [47S Inspector JOHN F SCHMITT 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: 10/05/2019 SITE: Identification Numbers Robert and Janet Feyereisen Transaction ID No. 3002450 720 159TH St Site ID No. 843012 Town of Hammond St Croix County Please refer to both identification numbers, SEI/4, SEI/4, S30, T29N, R17W above, in all correspondence with the agency. FOR: Description: Three Bedroom Mound System \ Sloping site \ Filled area Object Type: POWTS Individual Site Design Regulated Object ID No.: 1730566 Maintenance required; 450 , h to limiting condition from original grade; 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. The owner, as defined in chapter 101.01(10), Wisconsin Statutes, is responsible for compliance with all code requirements. No person may engage in or work at plumbing in the state unless licensed to do so by the Department per s.145.06, stats. The following conditions shall be met during construction or installation and prior to occupancy or use: Reminders • This system has been reviewed and approved as an Individual Site Design due to the fact that the dispersal cell r will be installed over a filled area .w P 7- • A sanitary permit must be obtained from the county where this project is located in accordance with the requirements of Sec. 145.19, Wis. Stats. , • Inspection of the private sewage system installation is required. Arrangements for inspection shall be made with the designated county official in accordance with the provisions of Sec. 145.20(2)(4), 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. m 0, • The existing POWTS shall be abandoned per SPS 383.33, Wis. Adm. Code. • All POWTS component piping material shall be SPS 384, Wis. Adm. Code compliant. • The area within 15' dowuslope 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 durin~consttaction and o ep n to inspection by authorized representatives of the Department, which ma include local inspectors. NOTE: Use of fill material is approval by both, WWS, Ed Taylor and Ryan Yarrington of St. Croix County. JOHN F SCHNU17 Page 2 10/5/2017 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 $ 450.00 This Amount Will Be Invoiced. erard M Swun When You Receive That Invoice, POWTS Plan Reviewer, Division of Industry Services Please Include a Copy With Your (608)789-7892, Morn - Fri, 7:15 am - 4:00 pm Payment Submittal. jerry.swim@wisconsun.gov WiSMART code: 7633 cc: Edwin A Taylor, Wastewater Specialist, (715) 634-3484, Monday - Friday 8:00 am To 4:30 pm MOUND AND PRESSURE DISTRIBUTION COMPONE1dT-OESJGN C_ C EE-7- DD INDEX AND TITLE PAGE Project Name: Feyereisen 3 Bedroom Replacement Mound E RV, Owners Name: Robert & Janet Feyereisen Owner's Address 720 159th Street Roberts, WI 54023 Legal Description: SE1/4, SE1/4, S30, T29N, R17W Township Hammond County: St. Croix Subdivision Name: Meadow Ridge Lot Number: 10 Block Number Parcel I.D. Number 018-1082-10-100 Plan Transaction No. Page 1 Index and title Page 2 Data entry Page 3 Mound drawings d r{ Page 4 Lateral and dose tank Page 5 System maintenance specifications yl~ Page 6 Management and contingency plan Page 7 ISD Mound on Fill Page 8 Septic and Dose tank specifications " Page 9 Effluent filter information Page 10 & 11 Pump specifications and curve ' ~Page 12 Plot plane Page 13 Septic tank maintenance agreement Page 14 Warranty deed Page 15 CSM Attachment Soil evaluation report Designer: John Schmitt License Number: 223760 Date: 9/11/2017 Phone Number: 715-760-0486 Signature: 1~l 1114 /7 Z" 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 _ (R or C) ' 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) 6.00 Site Slope 104.55 Contour Line Elevation (ft) 27.00 Depth to Limiting Factor (in) 0.40 In-situ Soil Application Rate (gpd/ft2) Distribution Cell Information 75.00 Dispersal Cell Length Along Contour (ft) = 6.OQ 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 (C or E) C Center or End Manifold 100 Lateral Spacing (ft) If N above, enter the elevation (ft) 4 Number of Laterals of the highest point. 0.156 Orifice Diameter (in) 2.50 Estimated Orifice Spacing (ft) = 7.50 ft2/orifice 2.00 Forcemain Diameter (in) 180.00 Forcemain Length (ft) Does the forcemain drain back?Y 94.00 Pump Tank Elevation (ft) Enter Y or N 4.55 System Head (ft) x 1.3 29.36 Forcemain Drainback (gal) 10.88 Vertical Lift (ft) 67.32 5x Void Volume (gal) 4.00 Friction Loss (ft) 96.68 Minimum Dose Volume (gal) 0.50 In-line Filter Loss (ft) 32.31 System Demand (gpm) 19.94 Total Dynamic Head (ft) Lateral Diameter Selection Manifold Diameter Selection in. dia_ options-1-choice in. dia. options choice 0.75 1.25 x 1.00 x 1.50 x x 1.25 x 2.00 1.50 x x 3.00 2.00 x 3.00 x Gallons/Inch Calculator (optional) Treatment Tank Information Total Tank Capacity (gal) 1000.00 Se t~ is Tank Capacity (gal) Total Working Liquid Depth (in) Huffcutt Concrete Manufacturer gal/in (enter result in cell B49) Dose Tank Information Effluent Filter Information 600.00 Dose Tank Capacity (gal) SIMlTECH Filter Manufacturer 15.23 Dose Tank Volume (gal/in) STF-100 Filter Model Number Huffcutt Concrete Manufacturer Project: Feyerisen 3 Bedroom Replacement Mound Page 2 Mound Plan and Cross Section Views J 1/10 B Observation Pipe . - I K A U W I,, : - B I Lsl L Mound Component Dimensions Down slope toe extension made. A 6.00 ft E 13.32in H 1.00 ft K 8.17 ft B 75.00 ft F 9.50 in I ft L ft D 9.00 in G 0.50 ft J W 450.00 (ft2)Dispersal Cell Area P1125.00 (ft2) Basal Area Available 6.00 (gpd/ft) Linear Loading Rate 7.50 (ft) 1110 B Obs. Pipe Placement Mound Cross Section View Aggregate Dispersal Area Finished Grade 107.09 (ft) .//!///////!/J!//4 fJfl1/1//!//Nir. 105.80 (ft) Lateral I F Dispersal Cell Invert 105.30 (ft) Dispersal Cell D 3 Elevation E 104.55 (ft) Contour Elevation r ~ 6.0 % Site Slope Geotextile Fabric Cover Shading Key W Dispersal Cell See lateral details on Page 4 for number, size, Topsoil Cap Q = 1.5 ft and spacing of laterals. Subsoil Cap (A ° / Laterals are equally © ASTM C33 Sand F spaced from the Typical Lateral Tilled Layer 0.5 ft distribution cell's F.: centerline in the ItT © Aggregate o A J.~ distribution cell (AxB). Page 3 Project: Feyerisen 3 Bedroom Replacement Mound Center Connection Lateral Layout Diagram Force main connection via tee or cross to manifold at any point. Laterals are identic at iE P s 0= Turn•upv.Yballvalveor (Ex-4IEx72 F41Laterais &forcemain Sch40 PVC cleanoutplu9 PS Table 354.30-5 Holes drilled on the bottom of the lateral. Number of Laterals 4 Orifice Diameter D.156 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 8.08 gpm Manifold Length 3.00 ft System Flow Rate 32.31 gpm Manifold Diameter 1.50 in Total Dynamic Head 19.94 ft Forcemain Velocity 3.30 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 Disconnect 4 in. min. Alternate outlet Tank component is properly vented RF( location main diameter Huffcutt Concrete Manufacturer 2 in. Capacity 600.00 Gallons -T Volume 15,23 gal/inch A hole or anti- Dimension inches Gallons B n device A _ 20.05 305.33 B 2.00 30.46 ~C p off elevation (ft ) C 6.35 96.68 T 94.92 D 11.00 167.53 D Total 39.4_0T__6_0_0_... 00 ~ Dose tank elevation (ft) 3" Bedding un er tank. 94.00 Alarm Manuafacturer ESJE Rh ombus Note: Switches Alarm Model Number 36378 containing mercury _ may not be used in Pump Manufacturer Zoeller this system. Pump Model Number 152 Pump Must Deliver 32.31 gpm at 19.94 ft T D H Project: Feyerisen 3 Bedroom Replacement Mound Page 4 Mound System Maintenance and Operation Specifications Service Provider's Name John Schmitt Phone; 715-760-0486 j 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 ears Mound Inspect for ponding and seepage once every 3 years Alternate mounds annually after 5 yrs 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 Long Sweep 90 or Two 45 Degree Bends Same Diameter as Lateral Project: Feyerisen 3 Bedroom Replacement Mound Page 5 Mound System Management Plan Pursuant to SPS 383.54, Wis. Adm. Code General This system shall be operated in accordance with SPS 382-84 Wis. Adm. Code, and shall maintained in accordance with its' component manuals (SBD-10691-P (N.01/01, R. 10/12), SSWMP Publication 9.6 (01/81), and Pressure Distribution Component Manual Ver. 2.0 SBD- 10706-P (N. 01101, R. 10/12)] and local or state rules pertaining to system maintenance and maintenance reporting. No one should ever enter a septic or pump tank since dangerous gases may be present that could cause death. Septic and pump tank abandonment shall be in accordance with SPS 383.33, Wis. Adm. Code when the tanks are no longer used as POWTS components. Septic or pump tank manhole risers, access risers and covers should be inspected for water tightness and soundness. Access openings used for service and assessment shall be sealed watertight upon the completion of service. Any opening deemed unsound, defective, or subject to failure must be replaced. Exposed access openings greater than 8-inches in diameter shall be secured by an effective locking device to prevent accidental or unauthorized entry into a tank or component. Septic Tank The septic tank shall be maintained by an individual certified to service septic tanks under s. 281.48, Stats. The contents of the septic tank shall be disposed of in accordance with NR 113, Wis. Adm. Code. The operating condition of the septic tank and outlet filter shall be assessed at least once every 3 years by inspection. The outlet filter shall be cleaned as necessary to ensure proper operation. The filter cartridge should not be removed unless provisions are made to retain solids in the tank that may slough off the filter when removed from its enclosure. If the filter is equipped with an alarm, the filter shall be serviced if the alarm is activated continuously. Intermittent filter alarms may indicate surge flows or an impending continuous alarm. The septic tank shall have its contents removed when the volume of sludge and scum in the tank exceeds 1/3 the liquid volume o 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 mg1L 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 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, an 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. Page 6 Project: CHMITT & SONS 49 CRAVAT- G1NG. 586 Valley View Trail Somerset, WI 54025 schmittandsonsexcavating.com (715) 760-0486 September 11, 2017 Subject: Mound on Fill After an onsite consultation with Ryan Yarrington , St. Criox County Land Ust° Specialist, and a phone conversation between Ed Taylor and CST Tom Schmitt, it was determined that the fill had been in place long enough with enough root action to give sufficient structure to the fill material to use for a mound system. John Schmitt MPRS 223760 Page 7 = woo }i na} {ny MMM jjll- ZL (SCL) Xd i O U ( '313 a a U 0 3 ANdl 3I1d3S dO dWOd CU SNOAVIOOSSV 31380N00 i838V NISNO3SU1 ~4 1VNOIIVN :30 N38W3W 9I91-426 (008) * 94bL-£ZL (SIU N03-lH9 009/000`1 1~3f 0~1d _ 62LVS IA 'SllVJ VM3ddIH3 Iln~~~nH N 1N id 03 ildt 'yd'N =3 J1S p-+EZT t79117 z o r N z v Q1 v r r a zN o U w o LiD > J w= } o D_ OR J ~ v `W p z W Z A _-_-,Z7 zw oQ o ° OI Sb 2Z U K A¢ r_ w q Q 3 Q W W M W 4 W N Li w n Z W V F r w~ zD OU a J W W U N ~ N O DL W w U Q < U OZ= W u ZU W W j q O 4 , J A Z~ V (:I W Q 7d CZ n vq z 9 3 N M ~ Y N n 3 0 ¢ tY ¢ = W qI A D > Z v O p N N r N co l7 r .6 b N O CL 0 U in = o- CJ Z i U< Ld Lj ~ Q A W Lo 0 ~ Y Z Q F- v W J M M M `p W J li Z) (.L)'li w N in lfi v { LL. Y z tn A 44 E O a un lL O . I= C3 Lb r q L) ~C)I o 8 U~ SS W J ~ ~2 w A ..I W ~ z Z O 4 W F' 'D h N W O F-- A 1 C4 N F- eL ~ W PC Z a v I I I I I M J _ Page 8 z < ~'f:~;r !l PRESSURE FILTER INSTALLATION & SERVICE INSTRUCTIONS FI LTr 1455 Lexamar Drive Toll Free 888-999-3290 Office 231-582-1020 Boyne City, MI 49712 Fax 231-582-7324 Email snlcsrePum--simlcch.r~un lyeb ~~~~°~ti nucch.c~~m INSTALLATION: When installing an STF-100, screw filter into discharge port of any pump that has a 2" National Pipe Thread. Pumps with a smaller discharge port may be adapted to fit. When installing an STF-100A2 a tailpiece and male adapter will need to be added to the inlet end of the filter (end opposite of the cap) to the desired height and a 2" union will need to be added to the outlet end (the end closest to the cap & on the side of the filter). Always install the filters in a position where they can be easily serviced. **Always use caution when starting threads to avoid cross threading**. Plumb force main into the 2" sch 80 PVC union. **We recommend that the union remain together during gluing to insure that glue or cleaner does not ruin O-ring or sealing surface** SERVICE: Service of filter screen is dependent on usage as every system is unique. For most residential systems we recommend inspecting the filter within the first year to determine the necessary service intervals for the filter. In high volume systems we recommend inspection within the first 6 months to determine necessary service intervals for the filter. Once the service interval is determined it should be consistent unless something changes in the system. Always inspect the filter screen for any damage or corrosion and replace if necessary. If our STF-101 service alarm switch has been installed and adjusted properly it will alarm when the filter requires service. It should be serviced no less than when periodic pumping of the septic tank and pump chamber is performed. Servicing will be more frequent if using any one of our optional filter socks (600 micron, 150-190 micron, and 100 micron). Check your local health department for septic system servicing recommendations. If the screen becomes clogged before the periodic pumping requirements, a high level alarm or light will indicate the need for service. If system is equipped with a "pump on light" that stays on longer than normal, this also may indicate a need to service filter, To service filter screen, unscrew the 4" cap. Pull filter screen from canister and wash out thoroughly in appropriate location with proper protection. In some cases an additional filter screen allows quicker service allowing the dirty filter to be washed later at the shop. Note that in cold conditions the filter cap may be difficult to remove. Keep the filter in a warm aron or pour warm water over the cap before removing. Once the filter is installed in the tank it maintains a stable temperature and removing the cap will not be a problem. If the system is equipped with our Service Alarm Switch, the filter screen does not need service until the Service Alarm Switch activates a light or audio alarm. We still recommend that the filter be inspected once a year for damage or corrosion. NOTE: The total dynamic head loss of the system must be increased by 0.5 feet of head to overcome friction loss through the filter. SERVICE ALARM SWITCH The alarm switch is available in three pressure ranges, low head, medium head, and high head. Installation is simple, on SIM/TECH FILTER systems, remove 1/4" plug from base of filter chamber and connect tube fitting. Next, run the tube up into the tank riser and connect to service alarm switch. The alarm switch is fastened to the side of the riser via the nylon strap provided. Run alarm wire to alarm box. The service alarm switch can be wired with its own alarm or with the high water alarm. Pressure adjustment is made by removing the end plug, and inserting the 7/32 alien. Clockwise increases pressure. One turn equals approximately 3 PSI. The low head alarm switch comes factory preset at 8 PSI and is completely field adjustable within it's range (3 to 24 PSI). We recommend the use of a ball valve when using an alarm switch. Once you have installed the filter and alarm switch, the ball valve can be closed off to simulate a plugged filter so that you can make sure the alarm switch is working correctly. ****TRY OUR LID/SCREEN REMOVAL WRENCH. Our wrench holds filter lid firmly and hooks screen for easy removal and installation. Made of PVC plastic. WARRANTY All products are warranted against defects in material and workmanship for a period of two years from the date of purchase. In no event shall GAG SIM/TECH FILTER, INC. be liable for any consequential damages or any labor, material, freight or expenses required to replace, correct or reinstall the product. GAG SIM/TECH FILTER, INC,'s liability is limited to repair or replacement of the part. All warranties are void if the product has been improperly modified, applied or installed, subjected to misuse or abuse. Except as stated herein, there are no warranties expressed or implied, including the warranty of merchantability or warranty of fitness for a specific purpose. EFFECTIVE September 13, 2005 Page 9 SECTION: 2.20.047 / rip . T QVi1L/TV /-Uit9PB NCE l~Jcl J1 FM0110 0110 ° Z Supersedes ~ ~ ' ® ~ 1108 Product information presented here reflects conditions at time of publication. Consult factory visit our web site: regarding discrepancies or MAIL TO: P.O. BOX 16347 • Louisville, KY 40256-0347 inconsistencies. SHIP T0: 3649 Cane Run Road • Louisville, KY 40211-1961 WWW.ZOeI ef.C011] (502) 778-2731. 1(800) 928-PUMP • FAX (502) 774-3624 Durable cast iron construction F15 53 EFFLUENT SERIES Model 151 comes standard with a glass-filled (For Prey Identification see News & Views 0052) polypropylene base Corrosion resistant powder coated epoxy finish f Stainless steel lifting handle Assembled with stainless steel bolts FOR SEPTIC TANK -LOW PRESSURE PIPE (LPP} Non-clogging engineered thermoplastic vortex AND ENHANCED FLOW STEP SYSTEMS impeller design EFFLUENT ''Tv Model 151 -113 HP passes 1/2" spherical solids ,.rul SUBMERSIBLE Model 152 -.4 HP passes spherical solids jz.NPT DISCHARGE Model 153 -112 HP passes 3/a' spherical solids Motor - 60 Hz, 3450 RPM, oil-filled, hermetically sealed, automatic reset thermal overload protected Q _ Carbon/Ceramic seals c us Upper sleeve bearing and lower ball bearing running Tmitedto UL Standard UL7?8 and certaed to eSA ~4 y z in bath of oil standard CSA22-2 No. 109 20 ft. UL Listed power cord with molded 3-wire plug j 1'/2" NPT vertical discharge BN and BE standard models include a 20 ft. variable N151/N152/N153 & E151052/E153 nonautomatic 1 float SWItCh BN1511BN1521BN153 & BE1511BE15216E153 level ~~ad packaged with Piggyback Variable Level Float Switch r '4Ja s. Operates at temperatures to 130°F (54°C) in effluent 1/3,.4 & 112 HP,1Ph 115V or230Vs applications r_. All models include a 1'/2" x 2" PVC adapter fitting Note: The sizing of effluent systems normally requires f° variable level float(s) controls and properly sized A; basins to achieve required pumping cycles or dosing y timers with nonautomatic pumps. rPOWDER I; COATED r t TOUGH . MAIL TO: P. O. BOX 16347 Louisville, KY 40256-0347 St SHIP TO: 3649 Cane Run Road t k 4' ~ ra _ Louisville, KY 40211-1961 a + • (502) 718-2731.1 (800) 928-PUMP FAX (502) 774-3624 O Manufacturers of . ~ ,L/dL/TY T 1W,19 5INGE 19,7 © Copyright 2010 Zoeller Co. All rights reserved. Page 10 l2 TOTAL DYNAMIC HEAD/FLOW w PUMP PERFORMANCE CURVE PER MINUTE MODEL 15111521153 EFFLUENT AND DEWATERING 50 14 45- 1 53 MODEL 151 152 153 12 40- Feet Meters Gal. L to s Gal Liters Gal. Liters 0 35 5 1.5 50 189 69 261 77 291 10 152 10 3.0 45 170 61 231 70 265 111 U 30 - 15 4.6 38 144 53 201 61 231 20 6.1 29 110 44 167 52 197 151 8 25 - 25 7.6 16 61 34 129 42 159 30 9.1 - - 23 87 33 125 x / 35 10.7 _ = 22 85 V `11 42 15- 11 Shut-off 12.2 Shut-0fl Head: 30 R (9.1m) 38 R (11.6m)44 R {13.4m} 0145086 z _ Model 151 Models 1521153 0 10 20 30 4D 50 60 70 90 90 100 6M2 GALLONS 67CS2 I LITERS A 37re 45!d - i~r 0-T 80 200 24 280 320 360 45r3 {J' FLOW PER WN01 E 37B - { 014508A 0 3718 o _ 3 15 3718 • Timed dosing panels available 111T NPT • Electrical alternators, for duplex systems, are available and i supplied with an alarm j _ • Variable level control switches are available for controlling -i------- r- - c_ single phase systems _ • Double piggyback variable level float switches are available for variable level long and short cycle controls 12 V8 • Sealed Qwik-Box available for outdoor installations - See 11 FM1420 1, 1 • Over 130°F (54°C) special quotation required MEF--:w, 4, 16 5XB SK2444 SK2064 91111152,151 Control Selection ps Simplex Duplex 0 1 2or3 0 ncluded 2 or 3 2 1 2 or 3 2 Included 2 or 3 Easy assembly! 5 1 2 or 3 (pump & discharge pipe 5 Included 2 or 3 not nduded.) !BE15 52 2 0 1 Non 4. E 2 or 3 cluded or 3 230 1 Auto 43 n 53 115 1 Non 10.5 2or3 153 115 1 to 105 ncluded or 3 53 230 1 Non 53 1 2or3 153 230 1 Auto 5.3 ncluded 2 or 3 1. Single piggyback variable level float switch or double piggyback variable level Reduces potential clogging by debris float switch. Refer to FM0477. 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 1 W or 2" PVC piping n cnunoN Attaches securely to pump Accommodates sump, dewatering and effluent applications o, c, , 1. NOTE: Make sure float is free from obstruction. For unusual conditions a reserve safety factor is engineered into the design of every Zoeller pump. Copyright 2010 Zoeller Co. Ali rights reserved. Page 11 PLOT PLAN N Project Name: Feyerisen 3 Bedroom Replacement Mound Legal Description: SE1/4, SE114, S30, T29N, R17W P.I.D: 018-1082-10-100 Subdivision Name: Meadow Ride _ Lot 10 Township: Hammond Parcel Size: 2.270 Acres SCALE: = 50' County: St. Croix Contour Line Elevation: 104.55 Cell Dimensions: 6' X 75' 4 inch Sch 40 -ASTM D2665 System Elevation 105.30 Mound Dimensions: 91.33' X 20.19' 2 inch Sch 40 -ASTM D1785 Slope 6 11/2 Sch 40-ASTM D1785_ S BM1 Elevation: 100.00' To of 1" Iron lot corner pipe BM2 Elevation: 97.94' To of 2" PVC pipe ■ Backhoe Pits: Septic & Dose Tank: Existing Huffcutt 1000/600 gal Septic/Dose Tank w SJPN TC-CH :y 11~IUi ,i,, r„ W LL fix,,. N 'T1~ I r~ M~ fib' 'L'' p V ~ G3 1 Q q ! i- i W paves 1,) ST. CROIX COUNTY SEPTIC TANK MAINTENANCE AGREEMENT AND OWNERSHIP CERTIFICATION FORM Owner/Buyer Robert & Janet Feyereisen Mailing Address 720 159th Street Property Address 720 159th Street S~ (Verification required from Planning & Zoning Department for new construction.) City/State Roberts, W1 Parcel Identification Number 01 8-1 082-1 0-1 C}0 LEGAL DESCRIPTION Property Location SE 1/4 , SE t/4 , Sec. 30 , T 29 NR 7 W, Town of Hammond Subdivision Plat: Meadow Ridge Lot # ,e Certified Survey Map # , Volume , Page # Warranty Deed # W2 N T (before 2007)Volume , Page # Spec house OyesElno Lot lines identifiable Ayes[]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 §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 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 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 staternents on thi 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 a w anty deed recorded in Register of Deeds Office. Numb r of bedrooms 3 r 9 /1 1 1~ SIGNATU OF APPLICAN S) U 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) Wisconsin Depngs tofCommerce PRIVATE SEWAGE SYSTEM County: Safety and Buildings Division INSPECTION REPORT GENERAL INFORMATION (ATTACH TO PERMIT) Sanitary Permit No : IX Personal information you provice may be used for secondary purposes [Privacy Law, s.15.04 (1)(m)j. 338875 Per rffiktpjds;.['s UTLDERS , INC . ❑ City A❑ MOND Town of: State Plan ID No.: CST BM Elev.: Insp. BM Elev.: BM Description: H Parcel Tax No.: d d ~Oc7 C ~~~r , 018-1082-10-100 TANK INFORMATION A ELEVATi N DATA TYPE MANUFACTURER CAPACITY STATION BS HI FS ELEV. Septic h 60 Benchmark 3 ea Dosing 3 ation Bldg. Sewer Holding/ Ht Inlet Z ,20 TANK SETBACK INFORMATION t let TANKTO P/L WELL BLDG. Airi to ROAD et Vent take Septic ~1601 } l r YO NA Dt Bottom v Dosing 5/d6! l 9~ NA Header/ Man. Ae on Dist. Pipe 163, Z 3 Holding Bot. System / Z S PtI1VCP / SIPHON INFORMATION e Final Grade Manufacturer -zoeffIv, ~~S Demand ,5- 6 -3 l~ Model Number , Z--f&M TDH Lift Friction System TDH?Ft / Forcemain Length Dia. ? N Dist. To Weil I I SOIL ABSORPTION SYSTEM BED/TRENCH Width ter! Leng i No. Of Tr nche PIT No Of Pits Inside Dia. Liquid Depth DIMENSIONS DIMENSIONS LEACHING manufacturer: SETBACK SYSTEM TO P/ L BLDG WELL LAKE /STREAM INFORMATION TypeO CHAMBER Moe Number: System: 7 s L OR UNIT DISTRIBUTION SYSTEM Header ! Manifold n Distribution Pipe(s) r~ x Hole Size / x Hole Spacing Vent To Air Intake Length Dia Length 36! Dia. Spacing e/ 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: HAMMOND 30.29.17.573,SE,SE 720 159TH ST - MEADOW RDGE LOT 10 A ~3W1 _ for o~ ~afafe doo►- -Fost" ~ q01 /7ew.' Plan revision required? ❑ Yes W No Use other side for additional information. Od SBD-6710 (R.3/97) Dat Inspector' gnature Cert No. Departlt of, #1905 as IL EVALU REPORT P s Y2J C7TP O H 107T cordance 85, Wis. Adm. Code Page 1 of 4 1 Schmitt Soil Testing, Inc. Attach complete site plan on paper not less than 8'/2 x 11 i sin size. T&n~mu County St. Croix include, but not limited to: vertical and horizontal reference point (directs Q~~ - percent slope, scale or dimensions, north arrow, and location and nce.R road. Parcel I.D. Q 018-1082-10-100 P/ease print all information. 15' C+a~.C4 Reviewe y Date - -~L&~ Personal information you provide may be used for secondary purposes (Priv 2w, s. 15.04 (1) (m)). O 7 /7 Property Owner J Property Location Feyereisen, Robert & Janet Govt. Lot SE1/4, SE1/4, S30, T29N, R17W Property Owners Mailing Address Lot # ~ Block # Subd. Name or CSM# 720 159th St 10 Meadow Ridge City State Zip Code Phone Number City Village Town Nearest Road Roberts WI 54023 715-796-5652 Hammond 159Th St. New Construction Use. Residential / Number of bedrooms _ 3 Code derived design flow rate 450 GPD Replacement Public or commercial - Describe: Parent material Till over Sandstone Nickin Silt loam Flood plain elevation, if applicable -NA ft. General comments Area is suitable for a mound system. System elevation is 105.30' based off the contour line established at 104.55'. Depth to limiting and recommendations: factor is 27". Slope of area is 6%. (See note about fill on Bore 1). Boring 1 Boring # Pit Ground surface elev. _104.80 104 80 _ ft. Depth to limiting factor 32 in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture ( Structure Consistenc Boundary Roots GPD/ft2 in. unsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 `Eff#2 1 0-17 10yr3/1 FILL I 2msbk mfr as 3vf 0.6 0.8 - - 2 17-22 10yr3/3 FILL sl 2fsbk mfr gw 2vf 0.6 1.0 3 22-32 10yr4/3 none sl lmsbk mfr gw 1vf 0.4 0.7 4 32-50 10yr4/6 c2d 10yr6/8 7 5yr6/2 sct 2fsbk mfr gw 0.4 0.6 5 50-64 10 r5 6 c2d 7.5yr6/8 y / 7 5yr6/1 fs Osg ml cs 0.5 1.0 6 64-72 10yr8/1 1 m2d 7.5yr6/6 vfs Osg mfi 0.4 0.6 - - - - 7 yr612 - - 1 L There was a telephone conversation with Ed Taylor and an On-site verification with Ryan Yarrington on 9-1-2017. It was verified that the fill had Boring USB yo+- a r'zDU'~G/ ~YS~e•Mew F-il Boring # Pit Ground surface elev. 1104.80 ft. Depth to limiting factor 32 in, Soil Application to Horizon Depth Dominant Color Redox Description Texture j Structure Consistenc Boundary Roots _ GPD/ft2 in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 'Eff#2 1 0-18 10yr3/2 none sl 2msbk mfr as - 3vf 0.6 1.0 2 18-32 10yr3/3 none sl 2msbk mfr gw 2vf 0.6 i.0 c2d 7 5yr6/8 3 32-42 7 5yr4/6 75yr6/2 sl lmsbk mfr gw 0.4 0.7 - - - 4 42-65 M1 gs 0.5 1.0 5 65-76 10yr8/1 m2d 10yr6/8 vfs 0 ml 0.4 0.6 10yr6/1 s9 Effluent #1 = BOD? 30 < 220 mg/L and TSS >30 < 150 mg/L ' Effluent #2 = BOD5 < 30 mg/L and TSS < 30 mg/L CST Name (Please Print) Signatur CST Number Thomas J. Schmitt 227429 Address Schmitt Soil Testing, Inc. Date Evaluation Conducted Telephone Number 1595 72nd St. New Richmond, WI 54017 8/25/2017 715-760-1978 SBD-8330 (R 07/00) L s3~ W e ~ m - ~ 0 y (Y) 0 CY) P t T t. 1 p ~ :.i.a 4.: Yi - .w - 8Y[ ~ t f Clio x cro -AA € Y - LL Nom .0 04 - 10 f O o LL 0 y 'o LCD N1 W { w T x 04) N m w - s:k > G x 3701 ° i L~ W U m c Vi