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HomeMy WebLinkAbout040-1303-00-026 Wisconsin Department of Commerce PRIVATE SEWAGE SYSTEM County: St. Croix Safety and Building Division INSPECTION REPORT Sanitary Permit No: 574359 0 GENERAL INFORMATION (ATTACH TO PERMIT) State Plan ID No: Personal information yo u provide may be used for secondary P ur po ses(Privacy Law,s 15.04(1)(m)]. Permit Holder's Name: City Village X Township Parcel Tax No: Blackstone, Robert I Troy, Town of 040-1303-00-026 CST BM Elev: Insp.BM Elev: BM Description: 1 G Section/Town/Range/Map No: /UD � 22.28.19.1761 TANK INFORMATION ELEVATION DATA TYPE MANUFACTURER 5 CAPACITY STATION BS HI FS ELEV. . �-'J 1 Septic i --^ LOO Benchmark // 3 161-3 F':(L�.. 3.s Dosing Ca - y' Alt.BM . i-�..i Lo� & log boo B f1 tea _ A- 1 OO Bldg.Sewer ca .53 q2 . 77 Holding St/Ht Inlet ./6 - 3 TANK SETBACK INFORMATION St/Ht Outlet TANK TO 1 ^P/L WELL BLDG. Vent Air Intake ROAD Dt Inlet W \ 4— Septic 1 )4-/4J 3� _ Dt Bottom 13.72- 7 .7 .51 Dosing / 4 / Header/Man. 3. Q. q.-7 -2 '-FL- �- 3 b �Z Aeration z I Dist. Pipe Holding Bot.System y•17 °1 L '4 5.7 cy:5 Final Grade rj 2• PUMP/SIPHON INFORMATION Manufacturer Demand St Cover GPM + J Model Number 5� TDH Liff,Q�/� Friction o System Hea T�L sit Forcemaiin Length Dia. )I Dist�to Well / SOIL ABSORPTION YSTEM �J BED/TRENCH Width Length No.Of Trenches PIT DIMENSIONS No.Of Pits Inside Dia. Liquid Depth DIMENSIONS 3 1 a Z Z -Ii-e_VI —A SETBACK SYSTEM TO P/L JBLDG WELL LAKE/STREAM LEACHING ManufacturA�: INFORMATION CHAMBER OR -7"t f,'I Type Of System: - nn S4I 2- 1 , 1 „ )/] UNIT Model , I DISTRIBUTION SYSTEM z S t Z ✓A 56 °LO'�`�_ Header/Manifol Distribution x Hole ize Ix Hole Sp necLg Vent Air Int e Pipe(s) Length J! 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 ', es 1 No COMMENTS: (Include code discrepencies,persons present,etc.) Inspection#1: / / Inspection#2: Location: 256 Walnut Hill Way River Falls,WI 54022(SE 1/4 SE 1/4 22 T28N R1 9W) Walnut Hill Farm aka The Tnb to Parcel No: 22.28.19.1761 F 60 1.)Alt BM Description= re,Lj 2.)Bldg sewer length -amount of cover= B 0 Plan revision Required Yes No Z 2 - - i Use other side for additional information. _._. -- Date Insepctor's Sig lure Cert.No. SBD-6710(R.3/97) County =s� 10.E RECEIVED Safety and Buildings Division `� C &01A l` 201 W. In to P.O. BOX 7162 Sanitary Permit Number(to be filled in by Co.) AUG G �I 14 —7162 S S �� 35c� o�4sivx�t ST, G4i131 cGJ dl, State Transaction Number J ' " an, ary rinit Application In accordance with SPS 383.21(2),Wis.Adm.Code,submission of this form to the appropriate governmental unit different than mailing address is required prior to obtaining aanitary permit. Note:Application forms for state-owned POWTS are submitted to Project Address(if g ) the Department of Safety and Professional Servies. Personal information you provide may he used for secondary ,y �� purposes in accordance with the Privacy Law,s.15.04(1 Z m,Stats. �f- ( )QL I. Application Information—Please Print All Information w Property Owner's Name Parcel# 'by Property Owner's Mailing Address Property Location 2 7v #A-Z Le-- 1.UDaD / Govt.Lot l?t!o t City,State Zip Code Phone Number l�— �/4 1/,, Section Z Z I r l V v 5514 /_y/50 19;05 n� (circle ones„ (� ('� T C N; R_�E o(i II.Type of Building(check all that apply) Lot# Subdivision Name X2 or 2 Family Dwelling—Number of Bedrooms �j !�, 6k t.4 v52. Block# u r` " �!f G• t f!!U /�Wf ❑Public/Commercial—Describe Use l i ❑ City of CSM Number ❑Village of El State Owned—Describe Use rr t/ 2 U S�- l� Z:5 z rs KTOw of / III.Type of Permit: (Check only dne boa on line A. Complete line B if applicable) 26 ey- A. XNew 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/Corn onent/Device: Check all that appl XNon-Pressurized In-Ground ❑ Pressurized In-Ground ❑ At-Grade ❑Mound>24 in.of suitable soil ❑ Mound<24 in.of suitable soil 6'a r' ❑ Holding Tank ❑Other Dispersal Component(explain) ❑Pre eatment Device(explain) G v5 C it V.Dis ersaVI reat ent Area Information: Design Flow(gpd) Design Soil Application Rate(gp Dispersal Area Required(sf) Dispersal Area Proposed f) System Elevation 11 1}Z� 1 /O� Z J�. VI.Tank Info Capacity in Total #of Manufacturer = 9 b Gallons Gallons Units -0 � U " N V= tC U U d [0 New Tanks Existing Tanks 24 / a`U in ti C-10 Septic or Holding Tank '7 �.v ( S��J f� Dosing Chamber !� t jL VII.Responsibility Statement- I,the undersigned,assume responsibility for installation of the POWTS shown on the attached plans. Plumb 's Name(Print) Plumber's Signature MP/tturber Business Phone Number © ti � z z 71.E 273 �� Plumber'(Address(Street,City,State,Zip Code) VIII. oun /De artment Use Only Approved Permit Fee Date sued Issuing nt Sign e en Reason o enial $ / 5 bo $ Z$ l� IX.Condr�g 'teasonsforDisapproval 1: 16', is tank,eMulsnt fllterand 3) /��"-�C �j1�6�'"" • 04mrsal celt must all be services 1 meld jr d (� At per management plan provided by plumber, i1 squ r4,must be'maintalnd as par appNcab code'%or>�is. Attach to complete plans for the system and submit to the County only on paper not less than 8 W z 11 inches in size SBD-6398(R. 11/11) r CONVENTIONAL COMPONENT DESIGN Residential Application INDEX AND TITLE PAGE Project Name: I�Da �rs✓,,� C/e5j(o A/f 0 Owner's Name: 3,n � Owner's Address: P�41LL L 441LJ SS/o4 Legal Description: Z 2 Township: v County: Subdivision Name: -hwufe U,)A_Lw&f Lot Number: Zrp Parcel ID Number: dV0 /303- t90 — QZ I Page 1 / 9 Index and title k C RO a T� yf fen? Page 2!,' Plot Plan "so CukUE Page 3i; System Sizing & Cross-Section Page 41 Filter Specs j 2 C}44-44� s Page 5' Maintenance Information Page 6' Management Plan Page 7' St. Croix Cty Septic Tank Maintenance Form Page 8 Warranty Deed Page 9; CSM or Plat Attachments: Soil Test& House Plans Designer/Plumber: (alt Z!?/7/ —License Number: �� ZZ6 fL9 Date: $-26�/�_ Phone Number Signature _,JA Designed pursuant to the In-Ground Soil Absorption Component Manual for POWTS Version 2.0 SBD-10705-P(N.01/01). Page 1 Plot Plan Pag Property owner �P &Ax,5a_Aj L_ p � 1" = 40ft Legal Description zarz, 1A)Qu TE-) pkr. OF (euxept where noted) 6F -rte � +, sue• zz, -rz.8� R i4w, Tow, Cf rR , —Backhoe pit North • c 1p 3 :Bell ios o0 • t z�°s� Zv �, A geM$3 n 3 M J L 1' // 9"7,b 0 f44�11_t ioo.00' J4vw t Site Location: ?—or 2— Family Dwelling In-ground Soil Absorption System (2-cell Conventional) Daily Wastewater Flow(DWF) _ #of bedrooms x 150 gal/day/bedroom = _��1 U gal/day Design Loading Rate(DLR)or Soil Application Rate= / L'J gpd/ft2 (per SPS Table 383.44-1,2,or 3) Required Distribution cell area=DWF _gal/day _DLR _ gpd/ft2 = ft2 #Chambers=Required Distribution cell area 41�_ ft2 + Z ft2/unit EISA = Chambers Chamber Manufacturer and Model: OAI eL-f-124/� Actual Distribution cell area= Required cell area /d0 U ft2 + i ft2/unit EISA End Cap Pair= ft2 Cross-Section In-ground Soil Absorption System (2-cell): 4"Schedule 40 PVC vent pipe with vent cap�r 12 inches minimum 12 inches minimum ©N- n c�A) it T-1 inches Soil Cover Trench 1 Sys- tern Elevation _inch Chamber Height 0'7ft 4 Trench 2 System I' Elevation ft _3 ft Trench Separation Leaching Chamber Width ft to limiting factor Plan View In-ground Soil Absorption System (2-cell): Trench 1 Modify .ft header/ design as as ft �Leaching Chambers � 0 needed. .. Trench 2 4 inch Header! Sch..��3 T ft with end camps Draw O for a Vent and for Observation Pipe above. They will be located _�ft from the end of the cell. Vent pipes shall be Schedule 40 PVC and extend at least 12 inches above finished grade. Observation pipes that extend above finished grade must also be 4 inch Schedule 40 PVC. Page of • //10/MAW M7 a MG A1070131', 00160010� 121# series A The original ZABEL®Disc Dam Filter was patented in 1959. The 12"series filters have been filtering wastewater longer than any filter in the wastewater industry. In 2000 Zabel made the best even better by introducing a complete redesign of the original with more great features and finer levels of filtration. A 100-12TH Series The A100-12 is the commercial filter chosen by more engineers and installed in more localities than any other filter on the market. The reliable performance and flow rates from 3000-6000 gpd allow this filter to be utilized in almost every application. The new ZABEL Versa-Case' is available with built-in reducer and outlet hub that accepts either 4" or 6" SCH 40 pipe. The A100-12 Series is also popular in many areas for residential use due to its high quality effluent and large capacity. Independent research has shown the A100-12 decreases TSS by 50-90% and CBODS by 20-40%. 499!_11 r fi; Filtration Available lengths 20" 28"& 36" A300-12T M Series Long heralded as the ultimate grease trap filter, the A300-12 provides 1/32" filtration and has been shown to reduce FOG by as much as 50-98%. The A300-12 is also used for onsite wastewater systems which require a finer level of TSS removal, such as Laundromats and dog kennels. As with all ZABEL Filters extra filter cartridges are available to speed service time and allow offsite cleaning of the used cartridge. 41� 732 Filtration Available lengths 20" 28"& 36" A600-12TH Series The newest addition to the ZABEL Filter line incorporates the proven performance of the disc dam design with the finest level of filtration available on the market. The 1/64" filtration of the A600-12 provides optimal filtration levels for those unique applications with very fine particulates and suspended solids. Every A600- 12 Series filter includes the exclusive SmartFilter®Alarm switch to alert the owner of required maintenance. 1/64"Filtration Available lengths 20" 28"& 36" For further technical information: ARM, dal www.zabe/zone.com 050103.244 POWTS OWNER'S MANUAL &•MANAGEMENT PLAN FILE INFORMATION SYSTEM SPECIFICATIONS. EOwwner ��N�` Septic Tank Capacity 2 dZ7 al O NJ # ��7 Septic Tank Manufacturer L jI L��n ❑ Ni DESIGN PARAMETERS Effluent Filter Manufacturer � ❑ NI Number of Bedrooms [3 NA Effluent Filter Model ❑ N,4 Number of Public Facility Units W-NA Pump Tank Capacity e _v al ❑ NA Estimated flow (average) gal/day Pump Tank Manufacturer O NA Design flow (peak), (.Estimated x 1.5) � al/d! Pump Manufacturer pu 1- 0 ❑ NA Soil Application Rate 0 al/da /ft2 Pump Model t�_ O NA Standard Influent/Effluent Quality Monthly average* Pretreatment Unit ❑ NA Fats, Oil & Grease (FOG) 530 mg/L ❑ Sand/Gravel Filter ❑ Peat Filter Biochemical Oxygen Demand (BOD5) 5220 mg/L ❑NA O Mechanical.Aeration ❑ Wetland Total Suspended Solids (TSS) 5150 mg/L ❑ Disinfection O Other: Pretreated Effluent Quality Monthly average - Dispersal Cells) O NA Biochemical Oxygen Demand (BOD6) S30 mg/L Xin-Ground (gravity) O In-Ground (pressurized) Total Suspended Solids (TSS) 530 mg/L O NA ❑ At-Grade ❑ Mound Fecal Coliform (geometric mean) 510' cfu/100ml ❑ Drip-Line ❑ Other: Maximum Effluent Particle Size Y. In dia. ❑NA Others ❑ NA Other: ❑ NA Other: 10 NA "Values typical for domestic wastewater and septic tank effluent. Other: O NA MAINTENANCE SCHEDULE Service Event Service Frequency Inspect condition of tank(s) At least once every: 3 [3 month(s) (Maximum 3 years) ❑ NA ear(s) Pump out contents of tank(s) When combined sludge and scum equals one-third (Y,) of tank volume ❑ NA Inspect dispersal cell(s) At least once eve ❑ month(a) (Maximum 3 years) ❑ NA p every: 3 ® ear(s) Clean effluent filter At least once every: O months)® earls) ❑ NA Inspect pump, pump controls & alarm At least once every; 3 (2 months) ❑ NA H year(s) Flush laterals and pressure test At least once every: ❑month(s) 13 NA '103. ear(s) Other: At least once every: ❑ month(s) ❑ NA ❑ Other: year(s) • O NA i MAINTENANCE INSTRUCTIONS Inspections of tanks and dispersal cells shall be made by an individual carrying one of the following licenses or certifications: Master Plumber, Master Plumber Restricted Sewer; POWTS Inspector; POWTS Maintainer; Septage Servicing Operator. Tank inspections must Include a visual Inspection of the tank(s) to identify any missing or broken hardware, Identify any cracks or leaks, measure the volume of combined sludge and scum and to check for any back up or ponding of effluent on the ground surface. The dispersal clfll(s) shall be visually Inspected to check the effluent levels In the observation pipes and to.check for.any ponding of effluent on the ground surface.. The ponding of effluent on the ground surface may Indicate a failing condition and requires the immediate notification of the local regulatory authorijy.1 When the combined accumulation of sludge and scum In any tank equals one-third (Y3) or more of the tank volume, the. entire contents of the tank shall be removed by a Septage Servicing Operator and disposed of in accordance with chapter NR 113, Wisconsin Administrative Code. All other services, including but not limited to tha.servicing•of effluent filters, mechanical or pressurized components,.pretreatment units, and any servicing at intervals of 512 months, shall be performed by a certified POWTS Maintainer. A service report shall be provided to the local regulatory authority within 10 days of completion of any service event. GMW(4/01) START UP AND OPERATION For new construction, prior to use of the POWTS check treatment tank(s) for the presence of painting products or other chemical that may impede the treatment process and/or damage the dispersal callM. If high concentrations are detected have the content of the tank(s) removed by a septage servicing operator prior to use. System start up shall not occur when soil conditions are frozen at the infiltrative surface. During power outages pump tanks may fill above normal highwater levels. When power is restored the excess wastewater will bi discharged to the dispersal cell(s) in one large dose, overloading the call(s) and may result in the backup or surface discharge o effluent; To avoid this situation have the contents of the pump tank removed by a Septage Servicing Operator prior to restorin4 power to the effluent pump or contact a Plumber or POWTS Maintainer to assist in manually operating the pump controls tc restore normal levels within the pump tank. Do not drive or park vehicles over tanks and dispersal cells. Do not drive or park over, or otherwise disturb or compact, the arez within 15 feet down slope of any mound or at-grade soil absorption area. Reduction or elimination of the following from the wastewater stream may improve.the performance and prolong the life of the POWTS: antibiotics; baby wipes; cigarette butts; condoms; cotton swabs; degreasers; dental floss; diapers; disinfectants; fat; foundation drain (sump pump) water; fruit and vegetable peelings; gasoline; grease; herbicides; meat scraps; medications; oil; painting products;pesticides; sanitary napkins; tampons; and water softener brine. ABANDONMENT POWTS fails and/or is erma iriti taken out of service the following steps shall ba taken to insure that the system is When the P p Y properly and safely abandoned In compliance with chapter Comm 83.33, Wisconsin Administrative Code: • All piping to tanks and pits shall be disconnected and the abandoned pipe openings sealed., • The contents of all tanks and pits shall be removed and properly disposed of by'a Septage Servicing-Operator. • After pumping, all tanks and pits shall be excavated and removed or their covers removed and the void space filled with soil, gravel or another inert solid material. I CONTINGENCY PLAN POWTS fails and cannot be repaired d the following measures have been, or must be taken, to provide a code compliant IftheP p 9 replacement system: ❑ A suitable.replacement area has been evaluated and may be utilized for the location of a replacement soil absorption system. The replacement area should be protected from disturbance and compaction and should not be Infringed upon by required setbacks from existing and•proposed structure, lot lines and wells. -Failure to protect the replacement area will result in the need for a new soil and site evaluation to.establish a suitable replacement area. Replacement systems must comply with the rules in effect at that time. 17 A suitable replacement area is not available due to setback and/or soil limitations. Barring advances in POWTS technology a holding tank may be Installed as a last resort to replace the failed POWTS. ❑ The site has not been evaluated to Identify a suitable replacement area. Upon failure of the POWTS a soil and site evaluation must be performed to locate a suitable replacement area. if no replacement area Is available a holding tank may be Installed as a last resort to replace the failed POWTS. 13 . Mound and at-grade soil absorption systems may be reconstructed in place following removal of the b)omat at the Infiltrative surface. Reconstructions of such systems must comply with the rules In effect at that time. <<WARNING>> SEPTIC, PUMP AND OTHER TREATMENT TANKS MAY CONTAIN LETHAL GASSES AND/OR INSUFFICIENT OXYGEN. DO NOT ENTER A SEPTIC, PUMP OR OTHER TREATMENT TANK UNDER ANY CIRCUMSTANCES. DEATH MAY RESULT. RESCUE OF A PERSON FROM THE INTERIOR OF A TANK MAY BE DIFFICULT OR IMPOSSIBLE. ADDITIONAL COMMENTS POWTS INSTALLER POWTS MAINTAINER Name p L 2 C L S O✓V Name Phone S — Z 7 3 lr!r Phone SEPTAGE SERVICING OPERATOR (PUMPER) LOCAL REGULATORY AUTHORITY Name yl i<,�-�l . Name C Phone _ 2�3 _s ` Phone ,7 This document was drafted In compliance with chapter Comm 83.22(2)(b)(1)(d)&(0 and 83.54(1), (2) &(3),Wisconsin Administrative Code. Il �o Combination Sept„dc,Tank add P.d-MP CHAMBER CRO55 SECTION AND SPECIFICATIONS A IYCUT CAP. WEATHER PROOF • JUIJCT101J �fOX . ti'C.I. VCNT PIPC APPROVED LOCKIM(, ''—IO' FROM 000lt, hItiNHOLE COVER wJV wARIJIIJ4 L.P.%EL. �I.13P�}lOIJ P lPE '+/INOOW OR FRCSH S • ALRINTAKE c ca.�0u�r ,; •w/t'�'tCt-1'16 q�'tA-P � ...i �1 I 8 /11 tJ. -r PROVIDE MILE T AIRTIGHT SEAL I III V BA S A. I III APPROYED JOIJJT APPROVED JO IIJT Zf18�L 1'rtlR� I II W/C.T. F1PE�Pj W/C.I. PIPEaR Tank construction I III I shall comply 1 With ALARM P I II ILHR 1;3 . 15 and 33.20 I I oIJ C I I PUMP � • - � OFF 0 CONCRETE 5LOCK cz- RISER EXIT PERMITTED OIJLV IF TAWK MANUFACTURER HAS SUCH APPROVAL scPrlc 1 SPECIFICATIOIJS __..LL.. DOSE TAKIK MAQUFACTURE:R.: W"�Z51E7t CZQCfZ WUM15ER OF DOSCS: PER DAt TAMK SIZE: 1 An GA.LL0*JS DOSE VOLUME ALARM 1,AWUFACTURCR: S��,�—L, O 5 � �'l IIJCLUDIIJG 6ACKF{.0W: / Z GALCON5 MODEL WUMBER: 101 Hw CAPACITIES: Ac Z 3'?uCHE5 OR `'` GALLOIJS SWITCH T7Pt; eOA� 8= Z IIJCHES'OR /'`��� 77 G�.LLO>`15 NU/'`�P MANUFACTURER: _ �� C; IULHES OR �GALLpUS MODEL NUMDER: ` D= IA[CHE5 OR 1 22o GALLONS SWITCH TYPE: dh f- NDTE: PUMP AUO ALARIn ARE TO OL MINIMUlf1'DI5CKARGE •RATE_ CPM INSTALLED CW 5EPARATF CIRCUITS VERTICAL DIFFERENCE DETkEJJ PUMP OFF AU0,015TR15UTION PIPE.. FEET -t- MIMIMUM NETWORK SUPPLY PRESSURE . ; . . . . . . , FEET + FEET OF FORCE MIN X F 100 f(FRICTIOU FACTOR.. YZ FEET TOTAL DYNAMIC HEAD = L 1 r FEET As per - manufacturer a. n APR-12-2005 16:28 FERGUSON ENT HUDSON 715 386 6144 P.01 6 HGOULDS PUMPS Submersible Effluent Pump PE "'U nn rum► SPECIFICATIONS MOTOR FEATURES Pump—General; General: ■Corrosion resistant • Discharge: 1�/"NPT • Single phase construction. • Temperature: 104°F(4000) • 60 Hertz ■Cast Iron body, maximum,continuous when • 115 and 230 volts a Thermoplastic impeller and fully submerged. • Buitt-In thermal overload pro- cover. mop • Solids handling:IF tecdon with automatic reset ■Upper sleeve and lower maximum sphere. • Gass 8 Insulation. heavy duty ball bearing APPLICATIONS a Automatic models include a • Oil-filled design. construction. float switch. • High strength carbon steel ■Motor Is permanently Specially designed for the a Manual models available. shaft. lubricated for extended following uses: • Pumping range:see PE31 Motor service life. • Mound Systems performance chart or curve, • .33 HP,3000 RPM ■Powered for continuous- • Effluent/bosing Systems PE31 Pump: • 115 volts operation. • low Pressure Pipe Systems • Maximum capacity:53 GPM • Shaded pale design ■All ratings are within the • Basement Draining • Maximum head:25,TDH PE41 Motor working limits of the motor. • Heavy Duty Sump/ PE41 Pump: • .40 HP,3400 RPM ■Quick disconnect power cord 20'standard length, Dewatering • Maximum capacity:61 GPM • 115 and 230 volts heavy duty 16/3 SlTW with • Maximum head:291 TDH • PSC design 115 or duty volt grounding PE51 Pump: PE51 Motor. plug. • Maximum capacity:70 GPM • .50 HP,3400 RPM ■Complete unit is heavy duty, • Maximum head:37'TDH • 115 and 230 volts portable and compact. • METERS FEET P5C design ■Mechanical seal is carbon, 40 r- ---,• , ceramic,BUNA and stainless PE51 -I I MODELS:PE31 PE41,PFS1 steel. 35 HP.ss,.ao•so ■Stair ldss steel fasteners. 10 r 4 ' ! -,► 2 GPM I I ! I..l 30 •�,a l I AGENCY LISTINGS 1 FT 'I' i 25 eF I I I I I I• I• ! , w I I I ��• U c IJS czo 1 Tested to U1778 and l i •• CSA 222108 Standards I— 15 By Canadian Standards Association I I. I I J File#LR38S49 I 10 —{ ! ! ! �-i.,.L i f : I I• I 1 ' Goulds Pumps is ISO 9001 Registered �I ' I i I I I .t• I ; I I I 5 , I I I I• 0 0 jli , ( I .i ..�. .,• iii � ! ' II ' 0 10 20 30 40 50 60. 70 GPM 80 0 s 10 15 m3/h Goulds Pumps ®2004 ITT Water Technolo CAPACITY Effective June,2004 �'1� SPU7/41 <& ITT Industries allow] Quick4 Plus Standard Chamber Side and End Views C 22 48" (EFFECTIVE LENGTH) ... .... .... .... .... yj Met Quick4 Plus All-irt-One 12 Encap Front, Side and End Views 3- 8"INVERT 8"INVERT 5.3"INVER+ 118.2.—� 33" Quick4 Plus All-in-One Periscope QUICK4 PLUS ALL-IN-ONE PERISCOPE"--\ (36WSWIVEL I QUICK4 PLUS 12.71,INVERT ALL-IN-ONE 12 ENDCAP Quick4 Plus Standard Chamber Specifications Size (W x L x H) ............. 34" x 53" x 12" (86 cm x 135 cm x 31 cm) Invert Height ................. 0.6", 5.3", 8.0", 12.7" ---------- - Effective Length ........................................................ 48" (122 cm) (1.5 cm, 8.4 cm, 18.5 cm, 22.6 cm) ' INFILTRATOR SYSTEMS,INC.STANDARD LIMITED WARRANTY (a)The structural integrity of each chamber,end plate,wedge and other accessory manufactured by Infiltrator "Units"),when installed and operated in a leachfield of an onsite septic system in accordance with Infiltrator's instructions,is warranted to the original purchaser("Holder") against detective materials and workmanship for one year from the date that the septic permit is issued for the septic system containing the Units; provided however,that if a septic permit is not required by applicable law,the warranty period will begin upon the date that installation of the septic system commences. To exercise its warranty rights,Holder must notify Infiltrator in writing at its Corporate Headquarters in Old Saybrook, Connecticut within fifteen(15)days of the alleged defect.Infiltrator will supply replacement Units for Units determined by Infiltrator to be covered by this Limited Warranty, Infiltrator's liability specifically excludes the cost of removal and/or installation of the Units. (b)THE LIMITED WARRANTY AND REMEDIES IN SUBPARAGRAPH(a)ARE EXCLUSIVE. THERE ARE NO OTHER WARRANTIES WITH RESPECT TO THE UNITS,INCLUDING NO IMPLIED WARRANTIES OF MERCHANTABILITY OR FITNESS FOR A PARTICULAR PURPOSE (c)This Limited Warranty shall be void if any part of the chamber system is manufactured by anyone other than Infiltrator. The Limited Warranty I N F I LTRATOR" does not extend to incidental, consequential, special or indirect damages. Infiltrator shall not be liable for penalties or liquidated damages, including loss of production and profits,labor and materials,overhead costs,or other losses or expenses incurred by the Holder or any third party. systems inc. Specifically excluded from Limited Warranty coverage are damage to the Units due to ordinary wear and tear,alteration,accident,misuse,abuse or neglect of the Units:the Units being subjected to vehicle traffic or other conditions which are not permitted by the installation instructions;failure to maintain the minimum ground covers set forth in the installation instructions;the placement of improper materials into the system containing 6 Business Park Road • P.O. Box 768 the Units;failure of the Units or the septic system due to improper siting or improper sizing,excessive water usage,improper grease disposal, or improper operation:or any other event not caused by Infiltrator. This Limited Warranty shall be void if the Holder fails to comply with all of the Old Saybrook, CT 06475 terms set forth in this Limited Warranty.Further,in no event shall Infiltrator be responsible for any loss or damage to the Holder,the Units,or any 860.577.7000• FAX 860.577.7001 third party resulting from installation or shipment,or from any product liability claims of Holder or any third party. For this Limited Warranty to apply,the Units must be installed in accordance with all site conditions required by state and local codes:all other applicable laws;and Infiltrator's installation instructions, 800.221.4436 (d)No representative of Infiltrator has the authority to change or extend this Limited Warranty. No warranty applies to any party other than the www.infiltratorsystems.com original Holder. The above represents the Standard Limited Warranty offered by Infiltrator. A limited number of states and counties have different warranty t requirements. Any purchaser of Units should contact Infiltrator's Corporate Headquarters in Old Saybrook,Connecticut,prior to such purchase, to obtain a copy of the applicable warranty,and should carefully read that warranty prior to the purchase of Units. F! U.S.Patents:4,759,661;5,017,041;5,156,488;5,336,017;5,401,116:5,401.459;5,511,903;5,716,163:5,588,778;5,839,844 Canadian Patents:1,329,959;2,004,564 Other patents pending. Infiltrator,Equalizer,Quick4 and Quick4 Plus are registered trademarks of Infiltrator Systems Inc.Infiltrator is a registered trademark in France.Infiltrator Systems Inc. is a registered trademark in Mexico.Contour Swivel Connection is a trademark of Infiltrator Systems Inc.0 2009 Infiltrator Systems Inc.Printed in U.S.A. PLUS0510101SI-2 ST. CROIX COUNTY SEPTIC TANK MAINTENANCE AGREEMENT AND OWNERSHIP.CERTIFICATION FORM Owner/Buyer Mailing Address / Property Address (Verification required from Planning&Zo g Department or new construction.) d f City/State ��d3 Q b O — 2 LEGAL DESCRIPTION Property Location � '/4 , S� %a , Sec. T Z 0 P N R LtW, Town of /(' Oz Subdivision 4awkf WAL,vu4 � �� ,Lot# . Certified Survey Map # , Volume ,Page# Warranty Deed# % --� Z b 0 ,Volume , Page# Spec house yes ® Lot lines identifiable Q 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. I/we certify that all statements on this form ate trug to the best of my/our knowledge. I/we am/are the owner(s)of the property described above,by virtue of a warranty deed corded in Register of Deeds Office. Number of bedrooms SIG T(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.08/05) II Iilllllllllllllllllllllll III 8226673 Tx:4185474 STATE BAR OF WISCONSIN FORM 3 -2000 995260 QUIT CLAIM DEED BETH PABST Document Number REGISTER OF DEEDS ST. CROIX WI THIS DEED, made between Citizens State Bank,a Wisconsin Corporation, 0ST. CR IX CO-,O-, I PM Grantor,and Robert Blackstone,a married person,Grantee. EXEMPT#' 27 Grantor quit claims to Grantee the following described real estate in St. REC FEE: : NA Croix County,State of Wisconsin(the"Property'): TRANS FEE: 57.60 Notwithstanding anything to the contrary set forth in this agreement buyer is PAGES: 2 relying solely on buyer's inspection of the property and buyer acknowledges and agrees that the property is being sold "as is with all faults" and seller makes no representations, warranties or covenants, express or implied with respect to the property. To the fullest extent permitted by law, seller expressly disclaims any and all implied warranties, representations or covenants with respect to property. SEE ATTACHED EXHIBIT A Recording Area Name and Return Address: Title One File#: 20626 Together with all appurtenant rights,title and interests. 040-1303-00-026 Parcel Identification Number(PIN) This is not homestead property. Dated this 25th day of April,2014. Citizens State Bank *Shawn Tyler,Vice President * AUTHENTICATION ACKNOWLEDGMENT STATE OF WISCONSIN ) Signature(s) ST CROIX COUNTY. )ss. authenticated this 25th day of April,2014 Personally came before me this 25th day of April, 2014 the above named Shawn Tyler, Vice President for Citizens * State Bank, a Wisconsin Corporation to me known to be the TITLE:MEMBER STATE BAR OF WISCONSIN ;pPrson(s) who execu a foregoing instrument and If not • �`_ acldlowledged the sa ( :?l3Y'. authorized by§706.06,Wis.Slats.) --•THIS INSTRUMENT WAS DRAFTED BY itt :•�T• ,44 tafy Public,State 4f�enf Michael H Forecki,Attorney commission is pe t,state expiration date: 7/1/2017 ) (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 St. Croix CQufftydW2660age 1 of 2 STATE BAR OF WISCONSIN FORM No.3-2000 I EXHIBIT A Lot 26 of Walnut Hill Farm,Town of Troy,St.Croix County,Wisconsin. Sc�`Q St, Croix County 995260 Page 2 of 2 z '''N 1y v 2 r 1 .9F't£F 3.biota N zfo \ ! �` t7 N * . r i i� � � a •�. 1 � w3ba pN 1. N CO 33 oib IL �) H Of l -7 C4 of 3 Fl BCD . N � cv orate ,,,��'`� S 1 •� .� 1 r '-3:��•F�.zt ? - 1F N IN C° J �l �., u i J � � � * 'N 4 It 1 It III, 'Ore C2 ko IV 1 J 1 Division of Industry Services tipP.RTA,1 10541 N Ranch Road 5 Toy Hayward,WI 53843-6462 Goy t INSPECTION REPORT 715-643-4870 RECEIVED �O�SSION Atis� AUG Q 4 Scott Walker,Governor Dave Ross,Secretary ST GRQIX COUNTY Date of Inspection: August 22, 2014 �OM�a�l,N Y DLE -LOPI ENT Project Name: Robert Blackstone Persons Present: Ryan Yarrignton, Sarah (zoning), Project Address: Lot 26 Mary Jo Huppert, Robert(excavator) Tribute/Walnut Hill Farm Certified Soil Tester Name and Address: Use: residential-4 BR Mary Jo Huppert Design Flow(gpd): 600 Hollister's Soil Testing & Design W9875 690th Avenue Legal Description: River Falls, WI 54022 SE/SE, S22-T28N-R19E Owner Name and Address: Township: Troy Robert Blackstone County: St. Croix 290 Hazewood Street St.Paul, MN 55106 Transaction ID Number: An investigation was conducted on the lot and date indicated to verify soil conditions in an area proposed for an in- ground septic system dispersal area. Personnel from the St. Croix County Zoning Office had expressed concern regarding the presence of fill layers in a portion of the proposed area. Two sample soil profiles were observed in the proposed area on the date of investigation. Both profiles were fine- silty Cumulic Hapludolls formed in more than 6 ft of loess. These profiles consisted of a silt loam, mollic epipedon approximately 3 ft thick underlain by si ty—clay cambic horizon with intermittent argillic development (discontinuous argillans on ped faces) associated with root con end r s to depths exceeding 5 fee t. oderate structure was present throughout the solum. Distinct Fe-oxide accumulations and depletions were present in the lower solum (-60 inches)where soil structure and root penetration begins to dissipate. No fill was observed in either profile. Fill may be present along the margins of the spoil bank surrounding the excavated stormwater detention pond on the site, but fill is not expected to be present in the area depicting trenches and extending to B-1 on the M.J. Hupert site map. I Soils observed in the area indicated are suitable for shallow(depth not to exceed 18 inches below existing grade) and narrow(width not to exceed 5 feet)trenches at stepped elevations following contours. Drop-boxes would be the preferred method of distribution. A maximum 0.6 gpd-ft- soil loading rate would be consistent with requirements of Table 383.44-2 given soil conditions observed. It is very important that trench excavation be performed when the soil is dry to a depth of at least two feet and that the bottom and sidewalls of the trenches be scarified after excavation to mitigate any soil smearing that may have occurred during excavation. Limit foot traffic on the bottom of the trenches as much as possible. Direct any questions regarding this matter to my attention at 715-634-3484 or to Edwin.Taylor @wisconsin.gov. Ed Taylor Wastewater Specialist-Hayward Office Wisconsin Depa Sslonal Services P A I 1n Division of Ind SOIL EVAIUATOWREPORT Pays I of 3 accordance with SPS 383,Wis. Adm. Code A �X coup T NY ST.CROIX Attach complete sW �ia`�t 8112 x 11 inches in sine.Plan must Include,but=dam and horizontal reference point(BM),direction and Pwoel I.D. 040-1303-00-026 percent slope; Is or dimensions,north arrow,and location and distance to nearest road. Please print all infonnadon. e) Datq Personal information you provide may be used for secondary Wposes(Prhracy Lew,S.15.04(1)(mp. 1Y f Property Owner Property Location a ROBERT BLACKSTONE Govt.Lot ----SE 114 SE 1/4 S 22 T 28 N R 19 (o) Properly Owner's MaiUrg Address Lot# Block# Subd.Name or CSIM 290 Hazewood Street 26 — Tribute/Walnut Hill Farm City State Zip Code Phone Number 004 []Village own Nearest Road St.Paul, NW 1 55106 651) 500-1905 TXQY I Walnut Hill Way E] New Construction Use Residential/Number of bedrooms 4 Code derived design flow rate 600 GPD ®Replacement, " fL Parent material / ove 'U Ar�� Flood Plain appiicabla General oorrxrbnts s 0.61oadmg ate L o and recommendations: -5:� System El 96.0' CP�1`l 1 Boring Al 0 Boring 32 I a Pit Ground surface elev. 105.00 ft. CDe* i mbv fade in. Rate Horizon Depth Dominant Color Redox Description Texture m Consistence Boundary Roots GPD/flt in. Munseii Qu.Sz. Cont.Color Gr.Sz.Sh. 'Eff#'1 "EW2 1 0-8 7.5YR2.5/1 I 2f-msbk ds cs 2vf-co 0.6 0.8 2 8-20 7.5YR2.5/2 — 1 if-msbk mfr cs 2vf-co 0.4 0.6 3 20-32 7.SYR3/3 — sil mfi 2vf-m 0.0 0 till/lsb 2 Borktg# ® 100.10 76 El Pit Ground surface elev. ft. Depth to limiting factor in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ff° in. Munsell Qu.Sz. Cont.Color Gr.Sz.Sh. *Ef1#1 `EfF#2 1 0-10 7.5YR2.5/1 — 1 3fabk ds cs 2vf-m 0.6 0.8 1042 7.5 .5/1 -' I 2fabk ds cs 2vf-co 0.6 0.8 3 42-57 10YR3/3 sil 2fabk mfr 2vf-m 0.6 0.8 4 57-76 /4 — sicl 2fabk mfr — 1 off 0.4 0.6 �' d 4q Z tr ,j Effluent#1=SOD >30:5 220 mglL and TSS>30:s 150 mglL 'Eftm t#2*801311;<30 mglL,and TSS_5 30 mglL CST Nine(Please PrirtO Signet CST Number MARY JO HUPPERT/Hollistees Soil Testing 8t.Design 224832 Address Evaluation Telephone Number W9875 690th Avenue,River Falls,WI 54022 07-26- 14 715-426-1775 SM-9330(R10/7/13) BLACKSTONE,Robert Parcel ID# 040-1303-00-026 2 3 page —Of Prop"Owner 3 #0 Boring E] pit Ground surface elev. 96.00 is to kffift fador 66 in. SoN Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPDflf? in. Sz. Cant Color Gr.Sz.Sh. •EfWI *0102 1 0-9 7.5YR2.5/1 — 1 3fabk ds cs 3vf-co 0.6 0.8 2 9-34 1 2fabk mfr cw 2vf-co 0.6 0.8 3 34-57 10YR3/3 -- sil 2fabk mfr cw lvf-m 0.6 0.8 4 57-66 10YR3/4 — A lfabk mfr — -- 0.4c 0.6 L: L-A F # Pit Ground surface elev. 97.60 ft. Depth to limiting factor 64 tin. Sati Application Rob Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPDM Munsel Qu.Sz. Cont.Color Gr.Sz.Sh. •Efr#1 *Eff#2 1 0-24 7.SYR2.5/1 1 3fabk ds cs 3vf-co 0.6 0.8 2 24-40 7.5yR2.5j2 sil 2fabk mfr cs 1 2vf-co 0.6 0.8 3 m 10YR3/4 sil 2fabk fr — lvf-m 0.6 0.8 Z .o 14 1 Z F—I Boring# eon Pit Ground surface elev. ft. Depth to&rlitirlg factor in. M*EfFW#II Rate Horiz on Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots in. Munsell Qu.Sz. Cont.Color Gr.Sz.Sh. f#2 • Effluent#1=SOD,>30:5 220 mg&and TSS>30 1150 mg/L "Effluent#2 BOD,130 mg/L and TSS_<30 mgA- SBD4330(807/13) Plot Plan for Site and Soil Evaluation Page 3 of 3 Property Owner FV609tr6 C p �J' 1" = 4.Oft. Legal Description Gem IegTg, n,-r. of sc/q (except where noted) OF IWE -SF"/q, SEC. zz, TzsAI R I4w, Town rf- TMZ, Backhoe pit sr.GRc>ix Cc tY +��scvos�nt �.lyD 46aZ5 .North I gl, I I-OF f3dt f3Zr r3 3 ' b rte: . � � i X03• �1 7 _ q�•Qg3 � m � / J I /00.10 eogs 0 \ yQ R' a j XR'ND6 �7xq Site Location: . 1 wt�Y � IN Yr 65166 ------------ lot LO \ O\ L � 73 � , T L ' �� /� \ \ 1 1 1\5 H /V\ >~ \\���\I '1 I I 111I I I LI �� I�11 ll I \ � `\ \\ //\ \♦ \ \1 \ \ \\ t T � \ 11 \ \ \ \ \ \D T q.6\ I \ \\ \ \\ , \\ \\\\\\1\, \ \ \ \ \ \IVEL`, =131 \`\`,\\ \\`,\\\\\\\\\ \\ \ \\ \\ \ \ 1VE: `\ \ \ \\ \ `\ LOT 71 \ . 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Depth to fimithtg fador _ Honzon Depth Daitinant Color Redox Description Texture Structure Consistence 5otsndary�' Rooms 5og C p n Rai. In. Munsetl tau.Sz. Cone.Color Gr.Sz.Sh. 1 j 4�711t� qEM i 5 r l € atirrg#f r Baring Ls Pit GMInd space elev. ft. Depth to lira`' fa--or In. f icriz,n t SO#Application Rate t Dominant Color' Elector rziptiurs- Texture Stsirctuare Consist qty Fto4ts tst�Dlfg tr. lrtu rse9 Qu.Sz. Cont.Color Gr.Sz.SFr. 'Etf#1 'E F a Spring# goring Pit Ground sudtace elev. _ft. depth to Wni tg factor In. s AvOcation Rate tiortzan t> tut EXxn3nant Cotor Redax Descdp"cn_ ezi"re structvre consistence Boundary Roots GPDM in. 1>rlunsen tau,Sz. E Dnt.Color Gr.Sa.Sur. `E#l#1 'EfF#2 l l � E 1 i h 9 t �F ' Effluent#f=$t3t35>30:< mgTL and 755>30<150 mWL 'Effluent#2=8QD6<30 nxA and TSS<30 ffxyL The Department of Commerce's an equal opportunity service provider and employer. if you need assistance to access services or need material in alternate format,please contact the department at 608-266-3151 or TTY 6418-264-9777, i 58ff-E320(ri�A01 'Wisconsin Department of commerce SOIL EVALUATION REPORT Pegs / of 3 Division of Safety and Buildings in accordance with Comm 85,Wis. Adm. Code County 57r-. GrE'4/�-- •V Attach complete site pU �Iatcel I.O. L� include,but not limited 1 EROSION CONTROL PLAN must be G— scale or completed before sanitary permit issuance Reviewer y Date O Date Pemsa"krtonnaWn you provide mar be used for secondary purposes Wnvocy uw.s.w.-I.,�...,,. Property Owner ToDO Party Location�� -r o PD 133 ERS Te7fl T— Vv AI/ H Govt La A!I yiq J� 1 M S�L T ZB N R /9 E(or)w Property owner's Mailing Address Lot# Block# Subd.Name or CSIM !D 0 5 CA W i LL AV-e. • - Z(10 UTALlVOT" city --CA 411--R State Zip Code Phone Number Q City ❑Village W Town Nearest Road lr�otl� 4,4j 57 ( &51) aI8 toy TRoy s 6'1ovek T PI New constrtrdion Use:� Residential!Number of bedrooms Code derived design flow rate � r OZ� GPD ❑Replacement ❑ Public or commercial-Describe: tA Parent material Flood Plain elevation if applicable ti/�( ^� ft. � General comments and reoorr waxiations: . T�S T�E� ie��vi/P�S r9- CO.(>(f�c�T70•t�i¢C� S R&vvp sYsT wig /�'' S�tvv 20-ill N aBoring# ❑ Boring tl/ ® Pit Ground surtaoe elev. , 0 R Depth to ling factor Z✓ In. Sol Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/fy _V in. Munsell Qu.SL Cont Color Gr.Sz Sh. *W1 'Etf#2 414'Fi2 4J .� S Z la Zl /b V9 314 . Z 3 %A zs l s�� h� �s — z • � c 2- Mots S/CL Z . 3 Boring 7•S y lr o # ® Ground rface elev. / Fit nd t�D � ft. Depth to limiting factor? _in. Seri liCafion Rate Horizon Depth Dominant Color Red_gx Description Texture Structure Consistence `Boundary Roots GPO in. Munsell Qu.Sz. Cont.Color Gr.Sz.Sh. -Eff#1 I *Efl#2 (\ / D �D L L-�Sh /M R Cv 3 --F . S N Si L / iw► C 5 51L, cS / I cz M o i s IL 7•5Yk •Efflcrent#1=BOD >30<220 mg&and TSS>30:5 150 rng& 'Effluent#2=B01 k:5 30 mg&and TSS 130 mq L tST Name(P Print)•l ..0 ! In Signature 22 5 'mss Ulbricht &Assgciates Date E orn Cor'cl'cw Telephone Number Private S"T 2-3 715- 77A- 31141 Z- 2812 10th Ave. Zoo j Spring Valley, WI 54767 PINS FOR 4PORO K . -2 yo 4&45 ,cgs .. ..._..�.�._____ dyer • log( zo • o� 0,Y19 • 1 Q8G �o :, 05'0 • /o g� - 70 • � a y0 - /o�.0 & ' oaa PLOT PLAN WALNUT HILLS FARM. LOT # Pg. 3 of 3 G1 = Contour elevation lines. 0 = Backhoe Soil pits. 0 = Benchmarks set, maRKED WITH FLAGGED lathes. 1/2" steel conduit pipes. L��G ©F SCALE: 1 - #6 10010 ID-a ' 90 qq a � 0 t i D jt0A,rf , Ulbricht &Associates )0 Private Sewage Consultants 3 2812 10th Ave. Spring Valley, WI 54767 UNPLA-TTED--EANDS_ �2_WNED-:P-6Tq_ER_S 149.19 ' t4 . z 32 ---- --- LLL� a. x 2,2Z47' QS _j Lit u_ L� z ot N 0 co o :2� m Z V) 'r — 0) Lit C4\ < 00 ...... 04 aix, IJ6 1.0 If 4 Z x CL ;o 00 A 0 Uzi as 1 Or- i M 2� Lj 2k Lo p 9 9 �9- W 0 . .11,11, 2 . 2 013 Yb���00. /—— - —�� I Z N. D 'N 00"N'39 RQ 0 IW 279.gV.. 10 0. -tZ- rl I- In C', Ch C4 4111, R." -:r 71 t I" N C'4 oil- .CP _01 Al- M 00 Z 2� 1 r - Ln co 3i 13L W C, �6 04 Ul C14 aS N US-Ob N ul) J.1 z T7� 0 Co\2i t. 4- 30.02 c .11 - �_ ' NJ Joe < lt-ai Z' 0 -7 vi ME fim % - 4:c� ll' U-),9 TZ rl Pli 0 Ac 0 ozc Z2 01. N __j U-' ot U- >: 0 LL. 0 CW_ Z (A CL 4) x�l rr to Cc: m VTX d 0 4-0 vi cw ..... co cli If'x 00 < ID h 40 00 UC IV 0 LO c b cQ an co (o tn W Ck? % In