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HomeMy WebLinkAbout032-2133-50-000 Wisconsin Department of Commerce 4 , PRIVATE SEWAGE SYSTEM County: St. Cr oix Safety and Building Division � INSPECTION REPORT Sanitary Permit No: 430437 0 GENERAL INFORMATION (ATTACH TO PERMIT) State Plan ID No: Personal information you provide may be used for secondary purposes [Privacy Law, s.15.04 (1)(m)]. Permit Holder's Name: City Village X Township Parcel Tax No: Chaplin, Jim I Somerset Township 032 - 2133 -50 -000 CST BM Elev: (/ Insp. BM Elev: BM Descd tion: 6-M Section/Town /Range /Map No: ?, `� 9 , � ` y �� V 01.30.19.1184 TANK INFORMATION ELEVATION DATA TYPE MANUFACTURER CAPACITY STATION BS HI FS ELEV. Septic Mb Benchmark p -7 3 1 0 0 Dosing t t Alt. BM Aeration < A _ Bldg. Sewer 'q f{ r / 9 5 Holding St/Ht Inlet O ,g3 TANK SETBACK INFORMATION St/Ht Outlet TANK TO P/L WELL BLDG. Vent to Air Intake ROAD Dt Inlet W 0� iG�( 4 AtIA Septic f > , Dt Bottom q , 3 }- '7 5' � A 8 9 -a3 Dosing . HeaAer /Man. �, p 13 5 Oo. Aeration Dist. Pipe � (� , O 3 b -0 Z /10.060 For o Holding Bot. S stem - Final Grade !o PUMP /SIPHON INFORMATION /L Manufacturer Demand S Cove Qv GPM p Cf. 3 Model Number 7- C I S- - 7 TDH L +ft� Friction Loss Systep Head T�Q ,Ft s � Forcemain Len j�� Dia n Dist. ttW e� I _r � � • , 7 SOIL ABSORPTION SYSTEM Ohm 6J BED/TRENCH Width_ , Length No. Of Tre ches PIT DIMENSIONS No. Of Pits Inside Dia. Liquid Depth / DIMENSIONS W 1 • 7 S ( c� SETBACK SYSTEM TO P /L,5 JBLDG IWE LL LAKE /STREAM LAC G Manufacturer: INFORMATION CHA R OR Type Of System: i IT Model Number: "o Vw ,�' �/_ >Zo' >30 a � DISTRIBUTION SYSTEM 3 Header /Manifgld Distribution x Hole Size x Hole Spa g V nt to —� Pipe(s / r / �/ I/ 2 / (JQ, r 4- Length ?� Dia r Length r 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 ,b Bed /Trench Center -1 � ' Bed/Trench Edges Topsoil / o r ~ Yes I No / Yes No COMMENTS: (Include code discrepencies, persons present, etc.) Inspection #1: f� / Z 3 . 1 2- 003 Inspection #2: `7 / eZ, Location: 863 174th Avenue Somerset, WI 54025 (NW 1/4 SE 1/4 1 T30N R19W) Rocky i ge Estates Qb 16' Parcel No: 01.30.19.1184 1.) Alt BM Description = ST ' CbV 131_ 2 -� 2.) Bldg sewer length = W �(�� - amount of cover = -> 5' � � �• G�7 �`S C.(/ n �- T - —- -- revis Plan ,r o side for additional information. � L_ _ Use other �0 � � l � � �d r - AD-6710 710 (R.3/97) Date ! Insepctor's Signature Cert. No. Wisconsin Department of Commerce PRIVATE SEWAGE SYSTEM County: St. Croix Safety and Building Division INSPECTION REPORT sanitary Permit No: 430437 0 GENERAL INFORMATION (ATTACH TO PERMIT) State Plan ID No: Personal information you provide may be used for secondary purposes [Privacy Law, s.15.04 (1)(m)]. Permit Holder's Name: city Village X Township Parcel Tax No: Chapman, Jim I Somerset Township 032 - 2133 -50 -000 CST BM Elev: Insp. BM Elev: BM Description: Section/Town /Range/Map No: 01.30.19.1184 TANK INFORMATION ELEVATION DATA TYPE MANUFACTURER CAPACITY STATION BS HI FS ELEV. Septic Benchmark Dosing � � Lt Alt. BM Aeration Bldg. Sewer 2.8� Holding St/Ht Inlet f. l� 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 Final Grade PUMP /SIPHON INFORMATION Manufacturer Demand St Cover GPM Model Number TDH Lift Friction Loss System Head TDH Ft Forcemain Length Dia. Dist. to Well SOIL ABSORPTION SYSTEM BED/TRENCH Width Length No. Of Trenches PIT DIMENSIONS No. Of Pits Inside Dia. Liquid Depth DIMENSIONS SETBACK SYSTEM TO P/L BLDG WELL LAKE /STREAM LEACHING Manufacturer. INFORMATION CHAMBER OR Type Of System: UNIT Model Number. DISTRIBUTION SYSTEM Header /Manifold Distribution x Hole Size x Hole Spacing Vent to Air Intake Pipe(s) Length Dia Length Dia Spacing SOIL COVER x Pressure Systems Only xx Mound Or At - Grade Systems Only Depth Over Depth Over xx Depth of xx Seeded /Sodded xx Mulched Bed/Trench Center Bed/Trench Edges Topsoil Fffi Yes 0 No 0 Yes No COMMENTS: (Include code discrepencies, persons present, etc.) Inspection #1: l ! Inspection #2: I ! Location: 863 174th Avenue Somerset, WI 54025 (NW 114 SE 114 1 T30N R19W) Rocky Ridge Estates Lot 16 Parcel No: 01.30.19.1184 1.) Alt BM Description = 2.) Bldg sewer length = - amount of cover = Plan revision Required? ❑ Yes ❑ No Use other side for additional information. Date Insepctor's Signature Cert. No. SBD -6710 (R.3/97) 09/2' /1003 MON 09:42 'PAX 71.5 488 $1246 POLK COUNTY 1 002 Safety and BuH41W Dl vbk -j All W. Washhoon Ave., P.Q..Hdt: 7082 r, Madialo& W1 $3707 -•7082 . w" L ' s ' - `'• — , Address i3nment of comm _ _ _ - SYo3 /� `f Ave.. Ssj•- lita`ry Pe rmi t Application In *=Cd with Coate 83 -21•, Wk- Adm. Code, pxsoaaai informaidau you provide �.Chtx�t it' Fieviaabn _ law used .m 1 4 s L Appltw&n Woramtatian —Plot* Phut All W nneati61t - I V 1=_ mia: — Eton I Nom r RZl�5o _ ;row. E� , :iri• � Qwne�e'rtNsune -- •. �...�.._...._.r• � \Y �._...., ._____.�_ p•►ri.a( � . R FV /A � : j / � 2 9 2003 a3? _ i' � 50 �•�� xn Owaa 0alftActucts 7 : . 7 7T COU!� � `. �"rorvii ;ad (P 4t, 8' ' ' S i �or�iw,� of =sic : �P/ U:8 z34,� , 9 8 City. Stub zfp �C wr Rim* .Nambet i Biaok Hitud eC b[atue M I ✓timber .. t� an v 7 ' o (+C eolr �b d apply.) i-s l or 2 FmIly D,weliing - Nucaabe'r ofBedrpcnna 3 e . aaMe, . y — D i�ttlallaa/Gfayatwr _ 6m Ilse ... _...,__ _w r.l+ rl SWo Owned CWV /1�� � - ,� rtcrost cad of Pena di. ( only one box ore lice A. Numbering to for $riettlastl Me (Coe npiete lbae B, ;ir aappiieabie.) t 2 13 Raplaconacnt system 3D aacemeaxt of 8 C! A Q4E • w Var ounty Vae [k. 1301:ak if Sanitatty Permit Previously Issued Permlt Number _ Llate iseueci ` �I'ir. Type or POW g)ro6epx: {Check N'umbaritalg is Mar lutwnial vmj 44. 13 Non �Praxsattradt In Cinxan�t 2 t�'Mvund 4!! ❑*read Fi�i�ac 5(3 Q Canseeuc�d W.daad ^ 22 C P1xssu&ad1n- Q:ound 41 Q Roldla;g Tank 49 D sluglo passe It Q Daip Llw 45 II At-Graft 46 ©Aerobic 9.'maasmeat Uaait 49 U Rw1r bting 30 rJothor a¢aai inxutAC est ar 4rn an: Design. now W Usparsw .Arox Dispeml Arras Soil Appileadou ' P a radon Raatn system Elou ion C1rs lc xealaira:d leroposett P=0(G1l"JDAys /Sq.V4) (M L/11011) Elevation _ �.r . i►1. Tanh UfO �+ ty in Total Numtwa• nuf"Wer _. profia6 Site &01 FRO i�t8tic C lulus Ceattutua of ihnlcl ( WI r_ 4:AaGraste Consttuotsrf iilsss IYew F-�di ft aaaicaa T ttotam `Pau✓ _ /coo /000 _�M� VJL R.M nsibll% btsttenteat 4 the uud ad, =nwue roupawabMty for of thu PC WO atlwwn a the aaarhedt Pitnubees l�l3a * 0:10 Pl 's Sigaratttae n(mr _. Budlamp 01W br'wnb - aE ?z i �i� t� 7/•t =26 G 3 7 Em t;Wx Ae liM (Staeet„City. Mate. Z ip Codu) t~ I foe >� AppravW C1 O Nett iahtui �advgavc+ Uuttev peaualt Fee ( •lodge Grotindwa+ter ' isr+>bd lwu Agaax 3roura {u' a Stampa) PO�A Sm peC)_._... 35� — _ O ct , U. Cwadidaus oCApprovaURaaosorks for biasupptpval 3) 514e.,, �,,,(j � — 54' � 3 3 � SYSTEM OWNER: ` / °:�- - - a7aa &.4^ z G.`Ck 1Qa:,,�tI 1 Septic tank, effluent filter and � S / / %emu. dispersal cell must all b E serviced / m Intel a-k— i & W � 'CL S SS per mans ement- prgy� � ' � _ l Z. — All se ac requirem~p it 0ay)za'r`tme'dyr a¢an pertrril ei'thw�17' x' �e am I per ap licable code /ordin — SyS � Q� C� r►o c.�t>t:ni T"� �° o•r. SD.o 5) C�lo{a�. as a�arSL i b "+ fit 4a>< �= / .� � # 2 21 `{( 1 as �►e hd a t �t�►n i i 1 ._::._:� -. �/¢7 Ptah ! � •� r _ � -a 736 W ! o /lo l , I f I , r I 1 ! L I 1 i j I S IS ! _ ! _ i r To OL Qom- _ (- n _ z - -- t -- - - � - a - � - ' iLvt�►�A� aK_ i © _ o p . "�t Krm 1 , l b OIL _ - - - -- : ( { I 1/ wn � I _ , , v L a . . r 11 i 11 �x �••� i� � , `\ `ii�T i t f xr r , .. /• ..�� fJ r n� ....fop••• - 7► +,� - - �• .. 6 v -�. _ �' - c f � il11 11111111 /11 �; '•� !_ x -.' ;. {,a�;r 1 � 1 '�4h414'Ijfl► 'l l l l ! � �� y . Y / ,•7M � I - y i 1 1 / 1111 1 11 I�r /lll I i x '' .. � � • f - It Ira '• .w ;.. ■ Safety and Buildings 4003 N KINNEY COULEE RD LACROSSE WI 54601 -1831 MIF TDD #: (608) 264 -8777 Visconsin www.commerce.state.wi.us /sb Department of Commerce www.wisconsin.gov Jim Doyle, Governor Cory L. Nettles, Secretary September 25, 2003 CUST ID No.221471 ATTN: Rod Eslinger DENNIS J GILLE ZONING OFFICE GILLE TRUCKING & EXCAVATING, INC. ST CROIX COUNTY 352 140TH ST 1101 CARMICHAEL RD AMERY WI 54001 -2840 HUDSON WI 54016 CONDITIONAL APPROVAL Identification Numbers PLAN APPROVAL EXPIRES: 09/25/2005 Transaction ID No. 921450 SITE: Site ID No. 665639 Jim Chaplin Please refer to both identification numbers, 174TH Ave above, in all correspondence with the agency. Town of Somerset St Croix County NW1 /4, SE1l4, S1, T30N, R19W FOR: Description: New 31111 Mound Object Type: POWT System Regulated Object ID No.: 922472 The submittal described above has been reviewed for conformance with applicable Wisconsin Administrative Codes and Wisconsin Statutes. The submittal has been CONDITIONALLY APPROVED. The owner, as defined in chapter 101.01(10), Wisconsin Statutes, is responsible for compliance with all code requirements. The following onditions shall be met during construction or installation and prior to occupancy or use: g g P P Y 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. All permits required by the state or the local municipality shall be obtained prior to commencement of construction /installation/operation. In granting __ Ilik approval the Division of Safety & Buildings reserves the right to require changes or additions shoul nditions arise making them necessary for code compliance. As per state stats 101.12(2), nothing in this rev` shall relieve the designer of the responsibility for designing a safe building, structure, or component. nquiries concerning this correspondence may be made to me at the telephone number listed below, or at the address =, on this letterhead. The above left addressee shall provide a copy of this letter to the owner and any others who are responsible for the installation, operation or maintenance of the POWTS. Sincerely, Fee Required $ 175.00 Fee Received $ 175.00 Balance Due $ 0.00 ennis�or n n Wastewater Specialist, Integrated Services WSMART code: 7633 (608)785 -9336, dsorenson@commerce.state.wi.us MOUND AND PRESSURE DISTRIBUTION COMPONENT DESIGN Commercial Application INDEX AND TITLE PAGE Project Name: JIM CHAPLIN Owner's Name: JIM CHAPLIN Owner's Address: 610 W 8 TH.ST. NEW RICHMOND WI. 54017 Legal Description: NW SE S 1 T 30 NR 19 W 9 P Township: SOMERSET RECEIVED County: ST. CROIX SEP 12 2003 Subdivision Name: ROCKY RIDGE ESTATES SAFETY & BLOGS 01 Lot Number: 16 Block Number: Parcel I.D. Number: 032 - 2006 -10 Plan Trar),s tion No.: Page 1 Index and title Page 2 Data entry Page 3 Mound drawings Page 4 Lateral and dose tank Page 5 System maintenance specifications Page 6 Management and contingency plan vjL Page 7 Pump curve and specifications /.l Designer: DENNIS GILLE License Number: 221471 Date: 09/09/ Phone Number: 715 - 268 -6637 Signature: Designed Pursuant to the Mound Component Manual for POWTS Version 2.0 SD &10691 -P (N. 01/01), and SSWMP Publication 9.6 Design of Pressure Distribution Networks for ST -SAS (01/81) Version 3.11 (R. 06/01) Page 1 of 7 i 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 83 -44-3 in -situ soil treatment for fecal 1.50 Peaking Factor (e.g. 1.5 = 150 %) coliiform of - 36 inches. 450.00 Design Flow (gpd) 10.00 Site Slope ( %) 98.25 Contour Line Elevation (ft) 29.00 Depth to Limiting Factor (in) 0.40 In -situ Soil Application Rate (gpd /ft 2 ) Distribution Cell Information 75.001 Dispersal Cell Length Along Contour (ft) = 6.00 Cell Width (ft) 1.00 Dispersal Cell Design Loading Rate (gpd /ft 1 Influent Wastewater Quality (1 or 2) Are the laterals the highest po int in the distribution Y Pressure Disribution Information network? Enter Y or N (c or e) 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. 0.125 Orifice Diameter (in) (e.g. 0.25) 2.00 Estimated Orifice Spacing (ft) = 6.25 ft /orifice 0 Forcemain Diameter (in) 166 ' 80.04 Forcemain Length (ft) Does the forcemain drain back? L ' Pump Tank Elevation (ft) Enter Y or N 6.50 System Head (ft) x 1.3 13.05 Forcemain Drainback (gal) �3 LS 8.83 Vertical Lift (ft) 67.44 5x Void Volume (gal) �. 0 1.52 Friction Loss (ft) 80.49 Minimum Dose Volume (gal) 16.85 Total Dynamic Head (ft) 29.66 System Demand (gpm) Lateral Diameter Selection Manifold Diameter Selection in. dia. op tions 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 600.00 Total Tank Capacity (gal) 1 000.0 0 Septic Tank Capacity (gal) 42.00 Total Working Liquid Depth (in) HUFFCUTT Manufacturer 14.29 gal /in (enter result in cell B49) Dose Tank Information Effluent Filter Information 600.00 Dose Tank Capacity (gal) Zabel Filter Manufacturer 14.291 Dose Tank Volume (gal /in) JA100 Filter Model Number HUFFCUTT Manufacturer Project: JIM CHAPLIN Page 2 of 7 Mound Plan View T 1/1 3 J j_- - Observation Pipe K. r T eR : W .. . ....... .. g . y . .. ...... ............................... 0 L Mound Component Dimensions A 6.00 ft E Elt in H 1.00 ft K M20.93 ft B 75.00 ft F in I 10.61 ft L ft D 7.00 in G J 4.33 ft W ft 450.00 (ft Dispersal Cell Area PEE7 .54 (ft Basal Area Available 6.00 (gpd/ft) Linear Loading Rate .50 (ft) 1/10 B Obs. Pipe Placement Mound Cross Section View Aggregate Dispersal Area Finished Grade 100.63 (ft) ----► G ♦ H Z F ..• "' Dispersal Cell 99.33 (ft) Lateral 98.83 (ft) Invert Dispersal Cell t Elevation E D := . . . + ] 98.25 (ft) Contour Elevation 10.0 % Site Slope Geotextile Fabric Cover Shading Key w �, Dispersal Cell See lateral details on [] Topsoil Cap a 1.5 ft • ._ . ..r, r Page 4 for number, size, © "' {} Subsoil Cap a c 5 •, °• �r; =r�' and spacing of laterals. CIE •. g ASTM C33 Sand `-° Z Laterals are equally y Tilled Layer 0.5 ft Typical Lateral f. spaced from the © ••••ti.ti Aggr e ., ,• , : :p distribution cell's .r•r•r. A r _ =r•s..•..e.:: �:•:° centerline in the A -- distribution cell (AxB). Project: JIM CHAPLIN Page 3 of 7 Center Connection Lateral Layout Dai r m Force main connection via tee or cross to manifold at any point. Laterals are identical 4 p S sk. •- Turn -up w1ball valve or ! E X �'E x12 x1231 Laterals & force main of PVC Sch 40 oleanoutplug per COMM Table 84.30.6 Holes drilled on the bottom of the lateral Number of Laterals 4 Orifice Diameter 0.125 in Lateral Diameter 1.50 in Orifice Spacing (X) 2.10 ft Lateral Length (P) 36.75 ft Orifices per Lateral 18 Lateral Spacing (S) 3.00 ft Orifice Density 6.25 ft /orifice Lateral Flow Rate 7.41 gpm Manifold Length 3.00 ft System Flow Rate 29.66 gpm Manifold Diameter 1.50 in Total Dynamic Head 16.85 ft Forcemain Velocity 3.03 ft/sec I Dose Tank Information Locking cover with warning label and locking device and sealed watertight Electrical as per NEC 300 and - -� Comm 16.28 WAC 4 in. min. Disconnect Tank component is properly vented X - Alternate outlet location _ Forcemain diameter HUFFCUTT Manufacturer _* 2 in. Capacityl 600.00 Gallons Volume 14.29 gallinch A Weep hole or anti - Dimension Inches Gallons B siphon device A 28.35 405.19 B 2.00 28.58 C Pump off elevation (ft) — t C 5.63 80.49 90.50 D 6.00 85.74 D Total 1 41.991 600.00 2Mank elevation (ft) 3" Bedding uncTer tank. 90.00 Alarm Manuafacturer I LEVEL ALARM Alarm Model Number 1DVL Pump Manufacturer IZOELLER Pump Model Number 1140 Pump Must Deliver 29.66 gpm at 16.85 ft TDH Project: JIM CHAPLIN Page 4 of 7 Mound System Maintenance and Operation Specifications Service Provider's Name DENNIS GILLE Phone 268 -6637 POWTS Regulator's Name st.croix cty. Zoning Phone 386 -4680 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 fe 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 every 3 years Effluent Filter Should inspect and clean at least once every 3 years Pump and Controls Test once every 3 years Alarm Should test monthl Pressure System Laterals should be flushed and pressure tested every 1.5 years Mound Inspect for ponding and seepage once every 3 years Other Miscellaneous Construction and Materials Standards 1. Observation pipes are slotted and materials conform to Table Comm 84.30 -1, have a watertight cap, and are secured in as shown in the mound component manual. 2. Dispersal cell aggregate conforms to Comm 84.30 (6)(i), Wis. Adm. Code. 3. All gravity and pressure piping materials conform to the requirements in Comm 84, Wis. Adm. Code. 4. Tillage of the basal area is accomplished with a mold board or chisel plow. 5. The mound structure and other disturbed areas will be seeded and mulched to prevent soil erosion and help reduce frost penetration. Lateral Turn-u p Detail Finished ••..........••. ............... Grade 6-8" Diameter Lawn _� Threaded Cleanout Sprinkler Valve Box Plug or Ball Valve Distribution Lateral Long Sweep 90 or Two 45 Degree Bends Same Diameter as Lateral Project: JIM CHAPLIN Page 5 of 7 I Mound System Management Plan Pursuant to Comm 83.54, Wis. Adm. Code General This system shall be operated in accordance with Comm 82 -84 Wis, Adm. Code, and shall maintained in accordance with its' component manuals ISBD- 10691 -P (N.01101) and SSWMP Publication 9.6 (01181)] and local or state rules pertaining to system maintenance and maintenance reporting. No one should ever enter a septic or pump tank since dangerous gases may be present that could cause death. Septic and pump tank abandonment shall be in accordance with Comm 83.33, Wis. Adm. Code when the tanks are no longer used as POWTS components. Septic or pump tank manhole risers, access risers and covers should be inspected for water tightness and soundness. Access openings used for service and assessment shall be sealed watertight upon the completion of service. Any opening deemed unsound, defective, or subject to failure must be replaced. Exposed access openings greater than 8- inches in diameter shall be secured by an effective locking device to prevent accidental or unauthorized entry Into a tank or component. Septic Tank The septic tank shall be maintained by an individual certified to service septic tanks under s. 281.48, Stats. The contents of the septic tank shall be disposed of in accordance with NR 113, Wis. Adm. Code. The operating condition of the septic tank and outlet fitter 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 fitter is equipped with an alarm, the filter shall be serviced if the alarm is activated continuously. Intermittent filter alarms may indicate surge flows or an impending continuous alarm. The septic tank shall have its contents removed when the volume of sludge and scum in the tank exceeds 1/3 the liquid volume of the tank. If the contents of the tank are not removed at the time of a triennial assessment, maintenance personnel shall advise the owner of when the next service needs to be performed to maintain less than maximum scum and sludge accumulation in the tank. The addition of biological or chemical additives to enhance septic tank performance is generally not required. However, if such products are used they shall be approved for septic tank use by the Department of Commerce. Pump Tank The pump (dosing) tank shall be inspected at least once every 3 years. All switches, alarms, and pumps shall be tested to verify proper operation. If an effluent filter is installed within the tank it shall be inspected and serviced as necessary. Mound and Pressure Distribution System No trees or shrubs should be planted on the mound. Plantings may be made around the mound's perimeter, and the mound shall be seeded and mulched as necessary to prevent erosion and to provide some protection from frost penetration. Traffic (other than for vegetative maintenance) on the mound is not recommended since soil compaction may hinder aeration of the infiltrative surface within the mound and snow compaction in the winter will promote frost penetration. Cold weather installations (October - February) dictate that the mound be heavily mulched as protection from freezing. Influent quality into the mound system may not exceed 220 mg/L BOD5, 150 mg/L TSS, and 30 mg/L FOG for septic tank effluent or 30 mg/L BOD 30 mg/L TSS, 10 mg/L FOG, and 10 cfu/100 mL for highly treated effluent. Influent flow may not exceed maximum design flow specified in the permit for this installation. The pressure distribution system is provided with a flushing point at the end of each lateral, and it is recommended that each lateral be flushed of accumulated solids at least once every 18 months. When a pressure test is performed it should be compared to the initial test when the system was installed to determine if orifice clogging has occurred and if orifice cleaning is required to maintain equal distribution within the dispersal cell. Observation pipes within the dispersal cell shall be checked for effluent ponding. Ponding levels shall be reported to the owner, and any levels above 6 inches considered as an impending hydraulic failure requiring additional, more frequent monitoring. Continaencv Plan If the septic tank or any of its components become defective the tank or component shall be repaired or replaced to keep the system in proper operating condition. If the dosing tank, pump, pump controls, alarm or related wiring becomes defective the defective component(s) shall be immediately repaired or replaced with a component of the same or equal performance. If the mound component fails to accept wastewater or begins to discharge wastewater to the ground surface, it will be repaired or replaced in its' present location by increasing basal area if toe leakage occurs or by removing biologically clogged absorption and dispersal media, and related piping, and replacing said components as deemed necessary to bring the system Into proper operating condition. 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U � r W .w.,.•,,.x...._ ..WTI......,.,_ .,.1..r .,,.�._�. ��i�J� flo Plat, ZZ /y 71 w ; L o7' /w J FA 4 ti, vo 9 IS , aria 9 , hr► Co ywi� 9 !7 y AA mule r, i I I I - �'oab l l3� I i $d ... � j -, '� ', ' " I j _. - ', i i I � } _ ,,. -- ' i i i '_ ' � � _ J �, ,_ � _ i -_ __ i i ', � I ' � _ � -- _ _ i I . i i l I i ', � � i �_ _ r i _ { i � � - -- _ � _ � _ j _ — � �_ -� i I � �� __� l ��L --+- l _.. � _ __ _ _ _ _ __ � � � � � � I it � I � I �- - i � � - �__ �� - f - I �, - ` , i � �� � � _ � I i - __ ,' I i i ,_ I � , k -_ � , �! ._ I �— _ i _� �. _. l_ i _ -- - -_ _ _ �, I I �{- � � � i _ � -- I I I i �I � � i 1 , _ _ __ _ � ! � I �, i i - � ! �- � _ _ . _� _ I _ . I I i i � i � I ' _ � ___ i l s � � � —, I a i �_ _� � -_� - � i I � } I ' _� i I l I - f I I- -- I j ' _ __ - � � I I 1 __ - - - � -- r � �. i - � - -.r _ . I � I i I I I I _l �. _� � _ _ — _ __ I ', I! I j 1 I —r — _ _ __ � � � � � I I � —��_ _ �_ �, � ; i ; � � I �I i E ' ? � � - -� � �- - _ �_ 09/03/2003 20;33 7152483588 SUPERIOR AUTOMOTIVE PAGE 01 WwonainoeWkmmofoo� SOIL EVALUATION REPORT �� Division of Safety and ewwfrps pa p In acoWdence wt>t► C.ortlrn W. ft Adm Code Attach =npiata SU plan on Gouty paper net Isas tlaen B 1I2 k 11 inches h eit'.e_ Plan must rock de, but not Poked to: vertfca{ and horisomal reference paklt (ism), &odion and Pe�e1 _ ,c, PwOmt pope, SCOW a d'Ir14**10np, north amm. and location and to nearest mad. V _ Please print all info matfam R*Vi&^*d by Date � 11d01Rwatf4n You ixo�e �Y 041M01I for MoW14MY tlurpaN� (PB1�1IIy l.aW. s. 76.Ot {1) P[opariy OVnur P►1"Jp01ty LGwi10n • G to a4 r Cx. 0 AJ G CWL Lot N W 114 5 P 1/4 S I T 3e> R E Owner'a MaSng Addnv Lot et Block of mr-14-4 Name e or Caw D 10-3. ta"t`" 5 k l �c ry.1 to Zp code Phone Number p my 0 V111890 51 T eat Road New Cora rucWn idea. WRdafdenael / Number cf bedrooms Coda dedved design dow rate am Rewwoe"WIt [] Pu or Dees m " : Parent malarial �` a- r . i a. [ - t Flood Plain 9leval an if a Oc" ft. ��: M S v g� S` cal. L. '75 r �.�t. 4 a --�. -r Borin §9 Pit Qwund aurfoa day. S ..�v B, Deter to frrmft ww ..3 0 in. Hortxon DOW Don'l u" Ca ktr Radm Desortp m TOM" Sb'ucwm Gong ter" 8okarrdery Roofs In. Mkmsell ou. 8x. Cont. color Or. Sr. sh. 'E1pt1 'EAMf2 —lo L IF g .�.... �. :5L. r D JA pit GauA a mbm ebv. • 75 'R Depfh to offang facmr im Haden Dq* f7orrNrtant Red= Dee dption r ftuchgo Coru4ttanoe Boundary fkm* in. Monet pp. Sa. Goat. Odor Gr. St. Sh- i • 1 fJ- `Ik L d P5b k k► 0. S , ` E}f]uent #1= SOD > 30 220 milli_ and TSS 3.301 150 nVL Eflkrarrt 02 = BQD i 30 mq L and TSS < 30 nvL Address Nerve t* m t _ Si lature CST Nlnrber 4h � w 7 - 7 I 5$ nnw M +w /wwwNM .B9/03/2003 20.33 71248358$ SUPERIOR AUTOMOTIVE PAGE 03 +"K lr Fe s'- Arc>isetty Orrter e— k,* h panoel ID 0 ftw Of Bodrsg S ❑ Q r pit Ground vj aaelev_ ,75 is Depth to Ilrrtiprt>y bc4r ____r_�t— in. Res Darla Depth cw wtt color Redox Descrlphon Texture Sttucture catnislerx* eoundery Roars GPM In. Muneel 4u. Sz. ConL Cobr Car- Or_ W "EQAH 'Err 2 L FS b V- 1.J t ea�w LJ Pit Groused ssraface elev. R Depth b linti ft fagot ___ iM Harhm Depth Doaftu t Color Reclux Descxiptim Testwm StrucLirs Condatence Boumlwy Ro6t1s Im WA15e111 Chi. &. Cont color Gt. S1. Sh. 'E1wN1 'ElIk2 Plt G1taWtd surface ebv. �>t Deptl't b Yrtdlfng faaior In Hatizor► Depth Dominant Cdor Redox DeecroWn Textwa Sttr are Cons isms Boundary Rode in. Muneell Qu. U cutt. Color Gs. Ss. Sh. •Etflet OEM E ftmt OM BM,;- W iwW& and TSS a80 c 1150 rrol ' Eftwt #2 BM, _< 30 mWL and T33:5 30 ffq& The Department of Commerce is an equal opportunity service provider and employer. if you need assistance to access sa lieee or need material in an alternate format, please contact the deparonaat at 6W266-3 or TTY 6W264.8777. eetss�;satrtorsoot 09/03/2003 20:33 7152483586 SUPERIOR AUTOMOTIVE PAGE 02 Yy, s /y i s t - t at s A, ict too ��' ` 321 n,4 lot o 6p Jew I r ' ,�,� � , ham ^`,� ; .. r y„r! ` a • � � I� '' ... .. 1 ' C Q,3/0% ,003 20:33 '7152483588 SUPERIOR AUTOMOTIVE PAGE 04 LLI LrIYJ lO:15 rrp4lbl1Lf HA 1- ASUILLkYb L NU WAC*- `b 5 P 3 p "� aced In Part of the Northeast Quarter of the 5quthet �c cox arter o tho o f ut j Somerset, Stet Cro and the x county. WitsCOn } ►rLor 1 - � � west, Towih p9 SQ. FT I ACRES$ 6 �' iAYM Pilo, Avr '• +,�, � 'ate~' _�' ` �r `~ � . _ r � V 17 tia f:r ,fir, 1 J �'v.YV �} r 13� 2,2, . So. Fir j. 1.2 ACRES qlk �ss .' ,,':�N t 133,457. SO rr / t 9L �.o ,. 3.06 ACRES i J65,826. S 17- Q. ; '+ 3. 8a ACRES Al , Sl 4V ;P.26 ACRCS PONO � 't `� !♦ " � � rev �` �'ti . ( 7 � �- . "�'2�o4•g J' f t •48� =ter ti J •i 7 �JD r► , t ' Wisconsin Department of Commerce SOIL EVALUATION REPORT Page of Division of Safety and Buildings in accordance with Comm Attach complete site plan on paper not less than 81/2 x 11 inches i size. Plan m3f I VE include, but not limited to: vertical and horizontal reference point (B ), direction and Parcel I.D. percent slope, scale or dimensions, north arrow, and location and stance ar$str�. — a 00 to — /G ) Please print all information. �, tt FF'' 11 7 L[ Reviewed by Date Personal information you provide may be used for secondary purposes (P ' acy L"Ts.(3&1Mt1 )�0)iN 7- Property Owner �. Y" 4 " ,� (' �g i y� f Govt. Lot N W 1/4 S 1/4 S' T 3 N R E( W Prop Owner's Mailing Address Lot # Block # Subd. Name or CSM# Ci4y } State Zip Code Phone Number ❑ ci ❑ Village [ T Ndarest Road `�0►� ( ) � e-c Y New Construction Use: SResidenfial /Number of bedrooms 3 Code derived design flow rate' L l 50 GPD ❑ Replacement ❑ Public or comet a'al - Describe: Parent material Q I CZ C. i et. rt' Y Flood Plain elevation if applicable ft. and e recommendations: 5 V 5 C 'S G r { J F-1 I Boring # Boring pit Ground surface elev. 19,30 ft. Depth to limiting factor 3 Q in. Sal Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPDtfF in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. "Eff#1 'Eff#2 ! `A R -3 L l P LAS d 1 7.5 `?{Zy 312 -(o S *-r j C.. —M f ® Boring # ❑ Boring f ® Pit Ground surface elev. 9 7 7 5 ft. Depth to limiting factor in. Sal Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/fF in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. "Eff#1 "Eff#2 0-15 1 t> yR Y - S L AF56V- 5 t-' 0 s a F .s s s -aa I 7ss ip, ;5 IT — 1 I. lor Is 19 Effluent #1 = BOD > 30 < 220 mg/L and TSS >30 < 150 mg/L " Effluent #2 = BOD < 30 mg/L and TSS < 30 mg/L T Name (Please Print) Signature CST Number +r , c c ►? Address vZ �, Date Evaluation Conducted Telephone Nlimber e �� ►'K Ir �.! � h h . F2.v� Property Owner Parcel ID # Page of 13 Boring # ❑ Boring 19 Pit Ground surface elev. / q . / �7 5 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. 'Eff#1 I 'Eff#2 I 0 - o F b v- w G w 5 F-1 Boring # [] Boring ❑ Pit Ground surface elev. ft. Depth to limiting factor in. Sal Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/fP in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 'Eff#2 Boring # � Ing Ground surface elev. ft. Depth to limiting factor in. El Pit Sal Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/fF in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 'Eff#2 ' Effluent #1 = BOD > 30 5 220 mg/L and TSS >30 < 150 mg/L ' Effluent #2 = BOD, 1 30 mg& and TSS < 30 rng/L The Department of Commerce is an equal opportunity service provider and employer. If you need assistance to access services or need material in an alternate format, please contact the department at 608- 266 -3151 or TTY 608 -264 -8777. SBD -8330 (R.07/00) II -' ), Set hn Fev- N w /y 1 5 P tot J J 5 -f ' ti a �k ;t 1 o - --� 3oo,s ©Burl b (z P, m ; hP rrlec. IU Ro Past Ca ba Iz - I-• o t- P ' 5 pyv 1► h c. of Q.\ C.-W+ o h Z>1 O e t tv c4� o rj r 1 �o �C �r l t s, J r O� rc k) 08/22/2002 15:1 7152_467227 HALLE BUILDERS INC FADE 05 nlL ------ _ w 5Ep 3 0 19�g oted in Part of the Northeast Quarter of the Sauthec st c arter of the Sf uSome�sQua Qua rt e r County, Southeast Wisconsin. G� Town o TLOT t ZppUNGOFf 9 West, 79 So. FT. .L 1 ACRES * o 974.8J T $ �H 'V CA 1 976.79 L f t 325,37• - _,_ _, -_ f f ! a3'/u 968.91 + t k,.,r y ` ~'`� ` `•-� . �` w �. 9 �� -~ �.. �, , / �� ^ � t' + p 5 r~ }mss '�- " •� \ \ °p , r ! l u 1 x ¢ ` _ • , \ �`' a .` / 9 2.39 i' 136, ZZ3. SQ. FT. J. 12 A CRrS 'h 2 3,44', -- lee POND ;� '!' l 133, 457. $0. F EL T. 1 ,� 3 06 ACRE'S ,: +` 165, 826. SQ. FT. w . � J. 80 ACRES g� v� %i 1V %, � °: ^ .es 3► 316,438 SQ. f 4 ACRES geg� 954.84 h�ti 3g + ^ W `✓ M'h • r ,f'' .'•` . t ��; � e� POND E!. a 991.2 i 21 14, T �. %'� / �� � � � " ✓ ti 3.38 i t C��� �4�4" µ,�� / f 1 ' - =' 7'`8`x: Wisconsin L)epartment of Commerce S0..1l�AAlp SITE EVALUATION 2 Di;rsion'of Safety and Buildings Page Tof ✓ Bureab of Integrated Services in oWabcb voth s. ItHR 83.09, Wis. Adm. Code ` County Attach complete site plan on paper not less than 2 x 11 inctpv irtsize. -Plan must` include, but not limited to: vertical and horizontal refavence p oint ` jt3M),- &V and 4 0 percent slope, scale or dimensions, north arrow, 'rid location qnd dista to nearest road. parcel I.D. # F . , ,r 032- , eV 6 - APPLICANT INFORMATION - Please OWf all in n. l/ Reviewed by Date Personal information you provide may be used for seconda y purposdA � apnl 15.0 �t' Propert wner Pr " erty Location AC / C °r - fpm ' `_ ovt. Lot n/ U) 1/4 5,C 1/4, T / / J�j #or) W Property Owner's Mailing Address Lot # Block# Subd. Name or CSM# / 73/ 9S fti S f /� N Ck ;4l City State Zip Code Phone Number Nearest Road M CI-, R% ❑ City ❑ Village ® Town C4 A .5"/®/ 7 (7 /s ).Zy - U7S O erS 1 ® New Construction Use: ® Residential/ Number of bedrooms Addition to existing building ❑ Replacement `/ � ❑ Public or commercial - Describe: y Code derived daily flow rJ U gpd Recommended design loading rate bed, gpd /ft XP Z trench, gpd /ft Absorption area required 3 bed, ft ,SQ trench, ft Maximum design loading rate �e 2 bed, gpd /ft -� trench, gpd /ft Recommended infiltration surface elevation(s) 10S. ft (as referred to site plan benchmark) Additional design /site considerations A Parent material GlQ C i yl 141 F� 2 7 a r'!2• -SQ4pj o a r G i D 2 Flood plain elevation, if applicable i % ft S = Suitable for system Conventional Mound In- Ground Pressure AT -Grade System in Fill Holding Tank U = Unsuitable for system ❑ S ®U ©S ❑ U ❑ S ®U ❑ S ®U ❑ S D ❑ S ® u SOIL DESCRIPTION REPORT Boring # Horizon Depth Dominant Color Mottles Texture Structure Consistence Boundary Roots GPD /ft2 in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. Bed ,Trench 1 airy /o�'R -?/;z /� sZ /m sbk mv1�'r c a .y Ila i0 YR c/ � 15�6r Om S m c w lrn .7 ,;g Ground 3 yo 7 .1 11 % C2 Fps �' °� 2 SL %1'1 n) /r1T/' 144 Nl lYf Depth to limiting factor Remarks: Boring # o- 10 /o YR � NA 5 4 I MS64 M V f r C IV gy m ./ . .S a2 /AYR 6 IV A S 4 / fs,b)( C w I �3 /0 % Ca Y m mfr i -V N Ground , o fv� ft. Depth to limiting ctor 7 in. Remarks: CS Rtl iell ame (Please Pri t) Signature Telephone No. n a n J 1a �� ors zy � 320 Address ? q y 19T U C 50Af - W / 5--4102's— Date IT Nfber PROPERTY OWNER �u Sse l� l�feJs o., SOIL DESCRIPTION REPORT 1 - �. � '�" � � Page °` + 0 . 1 7" . f � + , D.32- 2 006 �o PARCEL I.D.# ' Boring # Horizon Depth Dominant Color Mottles Texture Structure Consistence Boundary Roots 2 in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. Bed , Trench Ground 3 3 7.S�iP C�P ssY � S� Qmm rnPr la y l � ff. Depth to limiting f ctpr -in. Remarks: Boring # Ground elev. ft. Depth to limiting factor in. Remarks: Horizon Depth Dominant Color Mottles Texture Structure Consistence Boundary Roots GPD /ft2 in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. Bed Trench Boring # Ground elev. ft. Depth to limiting factor in. Remarks: Boring # Ground elev. ft. ' Depth to limiting factor in. Remarks: SBD -8330 (R. 07/96) r li -�t i 7 6411 e, I f — --�-- j — f y � i ' 1 i t i � I j e i f 1 I i I j �.. � i � � 1 • +.- __.-.. _.. -- ._ r -. -��- .. �..}.___ .. ..'.._.- ......�_.- ITT. r_. � .- ....- .--- �'°---- t-- •4�-}. . _.... -___ �-- .t..�. - -� I i i t a i 1 J 4 '•A �'1 • �` ✓ ,/• r •10, fi T •,: r•• T• rJ •.% • ;✓ f .•�:` :•::., f � }•• `.;:?±r ; fir {1 i.• . •:•r, {} t • � } };.;:;:J• ';. : : f .:ya r .•.< ::te .{ :•:•:. ,y�'' � w : y • '�y f WK � i � •ems• "•• r,✓ •.y`y ' .�� ✓ ::+;a r r ?} % �'��•: ',. }'1: ;,•�. i °' ,� °•• Ate,:; • • .,y: 4;Cp };i,':jr Via %��, } •;•• > r °•`r• _r. e:: ✓ r o,' ; : S•:'''% , rr . :� t ST CROIX COUNTY SEPTIC TANK MAINTENANCE AGREEMENT AND OWNERSHIP CERTIFICATION FORM Owner/B uyer { Mailing Address 5g f A V6 Property Address (Verification required from Planning Department for new construction) City/State �� f'Y) �+ _� I l r Parcel Identification Number 032 -2133- St - ccO �• IlS`�� LEGAL DESCRIPTION Property Location NW ' /., � ` /,, Sec. �_, T�N -R-E--W, Town of Subdivision.- Lot #_. Certified Survey Map # �- . Volume . Page # Warranty Deed # abZ73 . Volume Page # Spec house ❑ yes no Lot lines identifiable % yes ❑ no SYSTEM ANCE 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. The property owner agrees to submit to St. Croix Zoning Department a certification form, signed by the owner and by a mastorplumber, journeyman plumber, restrictedplumber or a licensedpumper verifying that (1) the on -site wastewaterdisposal 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 Zoning Office within 30 days of he three year expiration date. r A� 2 — 122d 2 IGNATURE OF APP CANT DATE OWNER CERTIFICATION the owners) of I (we) certify that all statements on this form are true to the best of m y (our ) knowled I ( we ) am (are) the p rty described 0ove, by virtue of a warranty deed recorded in Register of Deeds Office. IGNATURE OF AP ICANT DATE permit « « « « «« « « « « «« Any information that is mis- represented may result in the sanitary rmit being revoked b Y the Zoning Dep artment. «« Include with this application: a stamped warranty deed from the Register of Deeds office a copy of the certified survey map if reference is made in the warranty deed Vi!;.. _IT? PAGE 5E -I /1J STATE BAR OF WISCONSIN FORM 1 - 1998 652873 KATHLEEN H. WALSH WARRANTY DEED REGISTER OF DEEDS ST. CROIX CO., WI Document Number RECEIVED FOR RECORD This Deed made between Timothv A Riemenshneider and 08- 03-2001 11:30 AM Karl Skoalund WARRANTY DEED EXEMPT N Grantor, CERT COPY FEE: COPY FEE: an James H. Chaplin and Jennifer G. Frost - Chaplin, TRANSFER FEE: 158.70 husban an w> RECORDING FEE: 10.00 PAGES: 1 Grantee. Grantor, for a valuable consideration, conveys to Grantee the following described real estate in St. Croix County, State of Wisconsi (the "Property "): Recording Area Name and Return Address James H. Chaplin Jennifer G. Frost- Chaplin Rocky Ridge Estates lot 16 Somerset, WI 54025 032 Pucel Identification Number (PIN) This i (( s �� not homestead property. Piic.n� Plat of Rocky Ridge Estates in the Town of Somerset, St� erol County, in To gether will all appurtenant rights, title and interests. none Grantor warrants that the title to the Property is good, indefeasable in simple fee and free and clear of encumbrances except Dated this 27th day of July 2001 (SEAL) (SEAL) Karr Skoglun Timot A. Riemens neider (SEAL) (SEAL) * AUTHENTICATION ACKNOWLEDGEMENT Signature(s) � � SWA��'U' State Of Wisconsin, NOT ,,TUOF WISCON } ss. St. Croix County. authenticated this day of Personally came before me this 27th day of July 1 2001 the above named WENDY SW A=0 Timothy A. Riemenshneider and Karl Skoalund TITLE: MEMBER STATE BAR OF WISCONSIN to (If not, me known to be the person who executed the foregoing authorized by §706.06, Wis. Stats.) i ment and ackn ledge /C�h sam e. THIS INSTRUMENT WAS DRAFTED BY Coldwell Banker Burnet 01 -23634 Z r � 130' Coulee Road — Notary Public, State of /Wisconsin Hudson, WI 54016 My commission is c p anent. (If not, state expirau n ate: ( Signatures may be authenticated or acknowledged. Both are DT's not necessary.) Names oC ersons signing in guy capacity must be typed or pnnted below their si ature. ST-A ST BAR OF WISCONSIN raconsiu gales an o.,loc. WARRANTY DEED FORM No. 1 - 1998 Nfilwaukee, Wis. 1W ' 1 W / �� ...... -- k 10 ° 1 co V ``! •E N Q� 15 -1 LJ LO 1 1 O b' '' N oD •8S .D dd rn \'.� C LU LL! uj ee SIC 4( W to 1 -4 46'9l 0 1 U 1 - s •'� ��� "' o S "'• si w r •s's ' 6SOS . 49 1 - -- 1 C 1 ! M N 11 uj JON , 4 `i ='I / 1 0 ZD 1 2 1 f •o S t � �` , � 1 1 1 .. •rn � `� �JC i, •O I� : r 1 I 0 • t �� O • ,00•zty 3 „LZ,Ct'. • N , • O at s X � 0 1 , 1 I N I— I I ' I •� • ot O p 0 ° wI I N I (nw� 00 N I LO'V8 DI W W I3.1Z.£4.00N .0 4 1 M �O 1 iJ•� ( ► 7 M Z 0 00 M CI ^ ........ 01 _°� `� ........................ 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