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HomeMy WebLinkAbout022-1039-70-000 O o y O N O 3 of O a A n �. MP M K r• Ci O O t O O N co d X X m O O W n X A N lr S c 0 - O T N N c K O y 7 IV N Fr �• CD OL CL CD E y N I C' N E y V m 0 2 - _ O ►+s N N N N a d m m a a N Q. m w d a 7 . N co O �_ I _ O O O O 'p 0 �• �• m � � n > a m t n p Q w w N ( c O O O Q N W c m p p -1 O 3 0. a o 3 0 0 .r h yG) l >> y y Qo = O p l� e � C- 0 �(D N 0 YI � C O m (n z D c� a v Cn v i a fD to (o' D a a O m w' A p v _ zt c a O O c Q. °O v V N N N N Q ... 3 O O O O_ O_ O 00 m O O N m O O O (o �- O O (D(D n m :U 0 0 d I n r t/) 0 0 a.0 o a (� CO) rt Q 0 0 0 a l a CD O O O x (a ti ai ` CD f!! N fp m m v v N I N N � 03 0 3 a l 0 3 d N I ; - A1 ; N O N Q -nN O D M= O D D o 3 co m to m o • D, m y a CD CD N N - �f C c a m m - 3 - a O 3 3 3 m Cl) t p m a '-4 co CD O a C I a y rt 7 V A Z O o- I fD •. 7 '0O o 0 al M W M N A 3 O. " I CL " Z 0. m c 3 c 3 a A " 3 !� Z w W N 3 N a 0 3 0 m a m CD Z3 CD �c_ 0 _ o m o ID _ m o o � N 3 T O 7 7 T -. I - • 7 o s 3 Z a m a m m Z n 0 0 ° Oc ID Q 'O tea co = A O N la O S �07 N N t p . I O O to a d a w O a CO a o 0 (o N V CD > > 'O W a O T (o n 7 �N O mA� c tp r 7 D me cr (D l 1 O O a m N a 3 0 0 CD `o C D N ) = �• y o m m m a a 0 0 CD m ac a f» O o 0 C) F o y 00 m a. ° O a � Wittonsin Department of Commerce PRIVATE SEWAGE SYSTEM County: St. Croix Safety and Building Division INSPECTION REPORT Sanitary Permit No: 538707 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: Cross Mile s I Kinnickinnic , Town of 022- 1039 -70 -000 CST BM Elev: Insp. BM Elev: BM Description: 22 Section/Town /Range/Map No: 14 V G`u 14.28.18.2188 TANK INFORMATION ELEVATION DATA TYPE MANUFACTURER k1t ` CAPACITY STATION BS HI FS ELEV. Septic Jr Benchmark Dosing to Alt. B �/ C /T• � J Bld . Sew Z �q►6r� Holding St/Ht Inlet C� Q \ TANK SETBACK INFORMATION St/Ht Outlet TANK TO ^ i /J.. WELL BLDG. Vent to Air Intake ROAD Dt Inlet Septic — Dt Bottom z7 Z '�` �� O Dosing 5Q / / z � r Header /Man. Aeration Dist. Pipe ' U Holding Bot, System L PUMP /SIPHON INFORMATION Final Grade I, l b - 751 1 9 l3� Manufacturer Dem and St Cov 2 , Z 5 Model Number �' aK t' a • � `13•S TDH Lift Friction Loss System Head �TDH C t Z,7( 11 +� a Forcemain Lengt1f . Dia. I Dist.toWell i6 ,q � SOIL ABSORPTION SYSTEM BED/TRENCH Width Length No. K PIT DIMENSIONS No. Of Pits Inside Dia. Liquid Depth DIMENSIONS "7� SETBACK SYSTEM TO P/L BLDG I WELL LAKE /STREAM LEACHING Manufacturer: INFORMATION CHAMBER OR Type Of y, m: � f � UNIT Model Number. DISTRIBUTION SYSTEM Header /Manifoyi �� Distribution L x Hole Size x Hole Spacing Veprto Air Intake Length 3 Dia* Length Dia A Spacing , SOIL COVER x Pressure Systems Only xx Mound Or At - Grade Systems Only Depth Over Depth Over xx Depth of xx Seeded /S dded xx Mulched Bed/french Center / _ 1 Bed/Trench Edges Topsoil ' ® No s No COMMENTS: (Include code discrepencies, persons present, etc.) Inspection #1:�/ /Z / �D n I ection #2: Location: 1327 Cty. Rd. �J iver Falls, WI 54022 (NW 1/4 SW 1/4 14 T28N R1 8W) metes & bounds Lot �� P cel NO:: 14.28.18.2186 1.) Alt BM Description = �'•1 C004-11 CkJ_ y (p , d� 2.) Bldg sewer length = Z 7 U ^ - amount of cover arm c,.Q.Q 5��-� PV C.. Plan revision Required? 0 Yes No Use other side for additional information. C! / SBD - 6710 (R.3/97) Date Insepct s Sign re Cert. No. i - Safety and Buildings Division County ME W 201 W. Washington Ave., P.O. Box 7162 St. Croix N visconsin Madison, WI 53707 — 7162 Sanitary Permit Number (to be filled in by Co.) Department of Commerce (608) 2 - 1 A jr 1M 53 ? -a ca State Plan I.D. Number State Sanitary Permit App at]aut......, Trans id. 1 19sI 0 8 In accord with Comm 83.2 1, Wis. Adm. Code, perso Project Address if different than mailing address may be used for secondary purposes Privacy w, sR J ( g ) I. Application Informatio - Please Print All Informatio -,#- 1327 C ', Property Owner's Name Parcel # Lot # V Block # Mr. Miles Cross OZZ 103 -- 70 - 000 Property Owner's Mailing Address Li 8 ZONING OFFICt Property Location City, State RAN � - - - VQtk S Zip Code Phone Number NW /4, SW� /4, Section 14 RP WI - 715/760 -1652 o Z T 28 N; R __ 18 W II. Type of Building (check all that apply) X 1 or 2 Family Dwelling - Number of Bedrooms Three Subdivision Name CSM Number Public /Commercial - Describe Use _State Owned - Describe Use ❑City_ ❑Village XTownship of 75 A K innickinnic III. Type of Permit: (Check only one box on line A. Complete line B if applicable) A. New System X Replacement System p y ❑ Treatment/Holding Tank Replacement Only ❑Other Modification to Existing System B. ❑ Permit Renewal ❑ Permit Revision Change of ❑ Permit Transfer to New List Previous Permit Number and Date Issued r Before Expiration Plumber Owner IV. Type of POWTS System: Check all that appl Non - Pressurized In- Ground Mound > 24 in, of suitable soil Mound < 24 in. of suitable soil X At -Grade ❑ Single Pass Sand Filter ❑ C onstructed Wetland ❑ Pressurized In- Ground Holding Tank ❑ Peat Filter ❑ Aerobic Treatment Unit ❑ Recircul ing Sand Filter / ❑ Recirculating Synthetic Media Filter ❑ Leaching Chamber ❑ Drip Line ❑ Gravel -less Pipe ❑ Other (explain) q �11 V. Dispers al/TreatMent Area Information: Design Flow (gpd) Design Soil Application R (gpdsf) Dispersal Area Required (s Dispersal Area Propo System Elevation 450 se f) 0.6 750sq.ft. 1125sq.ft. 94.17' VI. Tank Info Capacity in Total Number Manufacturer Prefab Site Steel Fiber Plastic Gallons Gallons of Units Concrete Constructed Glass New Existing Tanks Tanks 11.1 !". Septic or Holding Tank 1000 1000 1 Weis r Concrete X Aerobic Treatment Unit Dosing Chamber 600 600 1 1 combo VII. Responsibility Statement - 1, the undersigned, assume responsibility for installation of the POWTS shown on the attached plans. Plumber's Name (Print) Plumber's Signature MP/MPRS Number Business Phone Number Jack A. Bowman MP 222839 715/418 -1349 Plumber's Address (Street, City, State, Zip Co 13437 409 St., Ridgeland, WI 54763 VIII. Coun /De artment Use Onl Approved rsappr Sanitary Permit Fee (includes Groundwater Date Issued Issuing Sign a Stamps Surcharge Fee) eii Reasons f r Denial IX. Conditions of Approval/Reasons for Disapproval \ �� b i SYSTEM OWNER: 3 J � 2 ,, 1. Septic tank, effluent fitter and dispersal cell must all be services I malntalnsd as per management plan provided by plumbs, 2: All stltbWk kequi`e►ne * must be mtk►talnrd as per appfioabls Cobs J or�tnoM', Attach complete plans (to the County only) for the system on paper not less than 8112 111 inches in size f Site Plan NW,S W,14,28N/R 18 W Kinnickinnic township St. Croix county 4 •HW of Riven = b3.S' ,' LEGEND I BM: 96.3' bottom of house siding 2BM: 100.0' nail w /orange ,A ribbon on basswood tree f\ a C- )(-Pits • - grade elevations — contour C/O clean -out No Comm 83 set back problems Scale P"- 40' except where indicated �/� ��• -•. sY � Of 4 , b , System Elev. 94.17' ( r L on contour 93.5' J n J l SGT �*Y tee; r a • Ilstl s `1, r project: CROSS page 10 of 10 Safety and Buildings 3824 N CREEKSIDE LA commerce .Wl.gov HOLMEN WI 54636 Contact Through Relay i sco n s i n www.w w ww.coe.wi.gov/s sin.go / Department of Commerce iscosin.gov Jim Doyle, Governor Aaron Olver, Secretary September 09, 2010 CUST ID No. 224580 ATTN: POWTS Inspector LORETTA LARRABEE ZONING OFFICE L AN L PERC TESTING ST CROIX COUNTY SPIA N2089 CTY RD Y 1101 CARMICHAEL RD MENOMONIE WI 54751 HUDSON WI 54016 CONDITIONAL APPROVAL PLAN APPROVAL EXPIRES: 09/09/2012 Identification Numbers Transaction ID No. 1851698 SITE: Site ID No. 759886 Miles Cross Please refer to both identification numbers, 1327 Cty J above, in all correspondence with the agency. Town of Kinnickinnic St Croix County NW1 /4, SW1 /4, S14, T28N, R18W FOR: Description: Three bedroom Mound System / 6% slope Object Type: POWTS Component Manual Regulated Object ID No.: 1279614 Maintenance required; Replacement system; 450 GPD Flow rate; 28 in Soil minimum depth to limiting factor from original grade; System(s): Mound Component Manual - Version 2.0, SBD- 10691 -P (N.01 /01), Pressure Distribution Component Manual -Version 2.0, SBD - 10706 -P (N.01 /01); Effluent Filter The submittal described above has been reviewed for conformance with applicable Wisconsin Administrative Codes and Wisconsin Statutes. The submittal has been CONDITIONALLY APPROVED. This system is to be constructed and located in accordance with the enclosed approved plans and with any component manual(s) referenced above. The owner, as defined in chapter 101.01(10), Wisconsin Statutes, is responsible for compliance with all code requirements. No person may engage in or work at plumbing in the state unless licensed to do so by the Department per s.145.06, i stats. DEPARTMENT OF C The following conditions shall be met during construction or installation and prior to occupancy or use: DIViSiON OF SAFETY Al Reminders • A sanitary permit must be obtained from the county where this project is located in accordance with the SEE � CORRESPG requirements of Sec. 145.135 and 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)(d), Wis. Stats. • A state approved effluent filter is required. Maintenance information must be given to the owner of the tank explaining that periodic cleaning of the filter is required. Access to the filter for cleaning must be provided per Comm 84 product approval conditions. • The area within 15' downslope of the dispersal cell shall remain undisturbed. Vehicular traffic, excavation or soil compaction is prohibited in this area. • The existing POWTS shall be abandoned per Comm 83.33, Wis. Adm. Code. • 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. LORETTA LARRABEE Page 2 9/9/2010 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. Comm 83.54(1). • A POWTS that is not maintained in accordance with the approved management plan or as required under s. Comm 83.54(4) shall be considered a human health hazard. In the event this soil absorption system or any of its component parts malfunctions so as to create a health hazard, the property owner must follow the contingency plan as described in the approved plans. • The owner is responsible for submitting a maintenance verification report acceptable to the county for maintenance tracking purposes. Reports shall be submitted at intervals appropriate for the component(s) utilized in the POWTS. In granting this approval the Division of Safety & Buildings reserves the right to require changes or additions should conditions arise making them necessary for code compliance. As per state stats 101.12(2), nothing in this review shall relieve the designer of the responsibility for designing a safe building, structure, or component. Inquiries concerning this correspondence may be made to me at the telephone number listed below, or at the address on this letterhead. The above left addressee shall provide a copy of this letter and the POWTS management plan to the owner and any others who are responsible for the installation, operation or maintenance of the POWTS. Sincerely, Fee Required $ 250.00 Fee Received $ 250.00 Balance Due $ 0.00 Gerard M Swan POWTS Plan Reviewer, Integrated Services (608)789 -7892, Mon - Fri, 7 :15 am - 4:00 pm WiSMART: code: '7633 jerry.swirn@wisconsin.gov cc: Leroy G Jansky, POWTS Wastewater Specialist, (715) 828-5902, Monday, 7:00 A.M. To 3:30 P.M. I Private On -Site Wastewater Treatment System (POWTS) Mound and Pressure Distribution Component Design Replacement Residential application Index and Title Sheet RECEIVED Project Name: CROSS SEP 01 2010 SAFETY & BUILDINGS Owner: Miles Cross N6775 Cty N. Beldenville, WI 54003 1327 Cty, J Street Address NW 1 /4,SW 1 /4,S 14,T28,N/R18W Legal Description Kinnickinnic township, St. Croix county Township /County Contents: Page 1: index and title Page 2: general information & lateral diagram Page 3: mound drawings . Page 4: dose tank Page 5: pump information+ Page 6: tank detail V c," Page 7: filter information 7 "baEF CE Page 8: management plan ° BUILPANGs Page 9: contingency plan Page 10: site plan D NCF Attachment: soil test to state's plan Designer's name and license no: Loretta Larrabee #1872 -007 % %1 11 111 1 Address: N2089 Cty Rd. Y Menomonie, WI 54751 ` ��`�q�C!�' ' 'M ,• ��i, Phone: 715/664 -8184 Fax: 715/664- 8164 .. Cell: 715/505 -1628 " +t '' Z; . , ca e -mail: Ian 1perctestin c@wwt.net ��� •. IQ�p Designer's Signature: A a"�6 � Date: August 30, 2010 I the undersigned submitted these plans under my authority Mound component manual for POWTS Version 2.0 SBD- 10691 -P (N.01 /01), and Pressure Distribution component manual —Version 2.0 SBD- 10706 -P (N.01 /01) page 1 of 8 �� i ,,�4ttit / / /�� z�` �►!�No� �j, * o � �� ; -�� ; � a ,: * -� �i,... �:' 14 GENERAL INFORMATION NEW SITE Three bedroom home, 450gal DWF end fed system w/2 laterals 6% slope system area dispersal cell design loading rate 1.0 0.6 soil application rate linear rate 6.00 28" limiting soil factor orifice sq /ft. 6.00 1000/600 Wieser tank with Polylok 525 effluent quality #1 LATERAL LAYOUT DIAGRAM (not to scale) End Fed System Number of laterals 2 orifice dia. 5/32in. (0.156) Lateral dia. 1 '/2" orifice spacing (X) 36in. (3.0') Lateral length (P) 72.0 ft. orifice per lateral 25 Lateral spacing (S) 3.Oft. lateral discharge rate 13.50gpm Manifold dia. 1 '/2 in total system rate 27.00gpm Force main dia. 2.Oin D see page 9 of 10 for construction details of turn -up turn-up end on lateral at manifold for access of lateral at both ends for servicing _Valve box \ Pressure lug fin grad P first orifice next to fitting X manif S 3.0' (36 ") ri fin Orifices located on bottom of lateral I Last orifice next to fitting Force main 2" dia. project: CROSS page 2 of 10 PLAN VIEW OF MOUND (not to scale) V 5.5' D= 0.67' ( 8 ") K= 8.0' required bed 450sq.ft = 6.0'= 1.03' (12 1/8 ") 1= 75.0' proposed bed 450sq.ft. = 9.0 ?= 0.83' (10 ") = 91.0' required basel area 750.Osq.ft. 20.5' 0.50' ( 6 ") proposed basel area 1125sq.ft. 1.00' (12 ") observation pipe @ 15.0' Observation pipe Ll ............ ":kk 0 H Mound Cross Section View (not to scale) Finished grade elev. 96.00' 1 Lateral invert elev. 94.67' Dispersal cell elev. 94.17' 11 /lllll llllllllllllllllllllllll _ - - - -- 4 dispersal cell $ 2" -- - - - - -- - - -- - -- --- - -- 04-- lateral O -- - -- - -- 3 - - - -- - - - -- - - -- - Aggregate bed 6" - -- - -- -- - -- - -- ---- - - - - -- - - - -- 3 - - -- - - - -- - -- - -- - -- - E, -- -- -- -- -- 0 - -- - - -- -- - -- - - -- - -- - -- -- - tilled layer tilled layer contour 6% site slope elev. 93.5' Numeral Key 1 topsoil cap 2 subsoil cap 1.5ft. 3 ASTM C33 sand 4in. dia. observation pipe 4 synthetic cover over cell I with 1 /4in slot 5 aggregate 1 O.Sft. Closest Flange to secure observation* --f— project: CROSS page 3 of 10 COMBINATION SEPTIC TANK / PUMP CLAMBER (No Scale) ,Approved Locking Manhole Cover Aoproved L ap, With Warning Label Attached Warning Label Weatherproof Approved Junction Box Vent Cap " � °c1` 'sG aO ` ax ti 12" Minimum Final Grade --� ' -- r 4" Minimum '18" Minimum Quick Disconnect r 1 /4" Weep Baffle- , - Hole Approved Joint - w /q= s�g►�to Pr ; Extending 3' r A Onto Solid Soil Alarm fi4 B On Approved Joint t W1 SdAo e C Extending 3' Off d" Onto Solid Soil D Conc. Block 3" of Beddinq Under Tank --/ *Note: _PwV and Alarm Are On_ Separate - Circuits 9 © �-- = 7—ID 1 O O a Tank Manufacturer: W t 0n CR e� oo, 60 Tank Size- Septic lPump: p Gallons Alarm Manufacturer Model Number: m 3 3 1 Capacities: A_ Q inches or3/ 8.25 Gallons Switch Type: m e b Pump Manufacturer: a` ell _ -0., + B 2 inches or 3 p Gal Ions r °�r' + C 3" inches or 3�h Gallons Model Number: q + D� — i nches�- or , 7.5o Gallons. Minimum Discharge a z7 Total ..... _ i nches or �o� Gallons Vertical Difference Between Pump Off and Distribution Piper. Feet Minimum Required Supply Pressure:.. , ,, !J ..............�., Feet Feet of Force Main x l.q_4 Friction Factor/100 Feet: + eet ,2. Inch Diameter Force Main m Total-Dynamic Head: ... = 16ASFeet Project: CROSS _ page 4 of 10 i W TOTAL DYNAMIC HEAD/FLOW Lu W PUMP PERFORMANCE CURVE PER MINUTE MODEL 98 EFFLUENT AND DEWATERING 3718 8114 r 25 MODEL 98 45(8 Feet Meters Gal. Liters °a g 20 5 1.5 72 273 i 10 3.0 6 231 0 + 15 4.6 45 170 t_ a 15 2 7.1 25 95 0 4 Shut -of Head: 23 ft.(7.0m) a � to- 0 009971 I t j I 2 j I 5 I I 0 I 10 20 30 40 50 60 70 80 121116 i I GALLONS i LITERS I 0 80 160 240 I 421/32 FLOW PER MINUTE i SK1102 CONSULT FACTORY FOR SPECIAL APPLICATIONS • Electrical alternators, for duplex systems, are available and Variable level float switches are available for controlling single supplied with an alarm. and three phase systems. • Mechanical alternators, for duplex systems, are available Double piggyback variable level float switches are available for with or without alarm switches. variable level long cycle controls. • Refer to FM1922 and FMO806 for temperatures above 130 °F. SELECTION GUIDE 98 Series Control Selection 1. Integral float operated mechanical switch, no external control required. Model Volts -Ph Mode Amps Simplex Duplex 2. For automatic use single piggyback variable level float switch or double M98 115 1 Auto 9.4 1 4 piggyback variable level float switch. Refer to FMO477. N98 115 1 Non 9.4 2 or 3 4 3. See FM1228 for correct model of simplex control panel. D98 230 1 Auto 47 1 4 4. See FM0712 for correct model of duplex control panel or FM1663 for a E98 230 1 Non .4.7 2 or 3 4 residential alternator system. CAUTION For information on additional Zoeller products refer to catalog on Piggyback Variable Level Switches, All installation of controls, protection devices and wiring should be done by a qualified FM0477; ElechicalAitemator, FM0486; MechanicalAltemator, FM0495 ;SumplSewage Basins, FM0487; licensed electrician. AN electrical and safety codes should be followed including the Single Phase Simplex Pump Control, FM1596; Alarm Systems, FM0732. most recent National Electric Code (NEC) and the Occupational Safety and Health Act (OSHA). RESERVE POWERED DESIGN For unusual conditions a reserve safety factor is engineered into the design of every Zoeller pump. M AI L TO: P.O. BOX 16347 Louisville, KY 40256 -0347 SHIP T0: 3649 Cane Run Road /7 Manufacturers of. . LouisW&, KY 40211 -1961 �; X70 " kL (502) 778 - 2731.1 (800) 928 -PUMP " ?Y P UMPB S VCE f�yJ http.lAvww.zool FAX (502) 774 -3624 © Copyright 2004 Zoeller Co. All rights reserved. 56" 42" : 84" z r m tr tt 3" I i F. 5" m m 48" I v — r or o I O i f m < II < I l I Zi- C i t. jll II z 39" ~. cn I---- ---� D O � C m ri m z C C N m > - I Z N rn rn to D r f Z z 0 0 n � z D c_ m m 3 p Z� 0 --I Z O I' CD r Sr C7 07 �t z r O� 'm m z Z FX O D p-�yz D - r -oz )ZO -4r0 -U m m N ::j M Or In m D r A D O = I pS ` =- = iO� Cr � U) ..s m i 0 r^ n m s cn 0� z O m o � O rn m K N r- o q 0 0o N >vl >n - 1r i O O s O A l J m r S Z N m 0 v� t •I D �O�Op_ 'r1 0) r'I O G7 a 01 OD th 0 � D r_ ° ' D O AO 0 Z Z DD mnm mO to o D O N z C G D rr ca rp ro ov m D Z O C zz >�0 WO O N O s. n •� N D -- N v O -n O m to - '�7^► N rrn (n .20 m0 "U M 0 0 O VV mm = O rn N � D 0 m n z m v D m O o c m c z O r - m ; m m m z Z - i r N rTl \ 0 WLP1000 600 -MR SC ALE:1 /4" REV N0. DATE: m WIENER CONCNETE DRAWN BY:SWT ° ` SEPTIC MANUAL \ z W3716 US HWY10. MAIDEN ROCK, WI 54750 DATE: JANUARY 2008 O ' REV. JAN. 2008 800- 325 -8456 FILE: WLP1000 600 -MR i J Filters 7, PL - 5 25 EFFLUENT FILTER (COMMERCIAL) Poiylok, Inc is pleased to add its new commercial filter to its existing line of quality effluent fitters. The P!_525 is rated for over 10,000 GPD Alarm l (gallons per day) making it one of accessibi t r. �""y"-- -- extension handle the largest commercial filters in its class. It has 525 linear feet of 1/16° filtration slots. Like the Polylok PL -122, the new Poiylok PL-525 has an automatic shut off ball installed 525 linear feet with every filter. When the filter is of '1116° removed for cleaning, the ball will filtration slots ,•,4 : Rated for over float up and temporarily shut off 10,000 GQD the system so the effluent won't r. leave the tank. No other filter on the market can make that claim! Accepts � 4 P+ Pe PL -525 Maintenance: The PL-525 Effluent Filter should operate efficiently for several years under normal conditions before requiring cleaning. It is recom- mended that the filter be cleaned every time the tank is pumped or at least every three years. If the installed filter contains an optional alarm, the owner will be notified by an alarm when the filter needs servicing. Servicing should be Gas deflector done by a certified septic tank ! Automatic shut - off pumper or installer ball when filter 1. Locate the outlet of the U.S. Patent No# 6,015,488 is removed septic tank. 5.871,640 2. Remove tank cover and pump tank if necessary. PL -525 Installation: 1. Locate the outlet of the 3. Do not use plumbing when septic tank. fitter is removed. Ideal for residential and com- 2. Remove the tank cover and 4. Pull Pt-525 out of the housing. mercial waste flows up to pump tank if necessary. 5. Hose off filter over the septic 10,000 Gallons Per Day {GPD }, 3. Glue the filter housing to the tank. Make sure all solids fall 4 or 6 outlet pipe. If the filter is not centered under the back into septic tank. access opening use a Poiylok 6. Insert the filter cartridge back Extend & Lok or piece of pipe into the housing making sure to center filter. the filter is properly aligned and 4. Insert the PL-525 filter into completely inserted. its housing. 7. Replace septic tank cover. 5. Replace the septic tank cover. 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 the component manuals 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 manholes 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" 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 slip off the filer when removed from its enclosure. If the filter is equipped with an alarm, the filter shall be serviced if the alarm is activated continuously. The septic tank shall have its contents removed when the volume of sludge and scum in the tank exceeds 113 the liquid volume of the tank. If the contents of the tank are not removed at the time of a triennial assessment, maintenance personal shall advise the owner of when the next service needs to be done to maintain less than maximum scum and sludge accumulation in the tank. 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 maybe 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 surface within the mound and snow compaction in the winter will promote frost penetration. Cold weather installations dictate that the mound be heavily mulched as protection from freezing. 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 at least once every 18months. When a pressure test is performed is should be compared to the initial test when the system was installed to determine if orifice clogging has occurred, if clogging has occurred orifice cleaning is required to maintain equal distribution within the 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" considered impending failure requiring additional, more frequent monitoring. Contingency Plan . If the septic tank or any of its components become defective the tank or components shall be repaired or replaced to keep the system in proper operating condition. If the dosing tank or its components become defective the defective components(s) shall be immediately repaired or replaced with a component of same or equal performance. If the mound fails to accept wastewater or discharges wastewater to the ground surface, it will be repaired or replaced. Increasing basal area if toe leakage or by removing biologically clogged absorption and dispersal media and related piping and replacing components as deemed necessary to bring the system into proper operating condition. See page :g of this plan for the name and telephone number of your local POWTS regulator and service provider. project: CROSS page 8 of 10 J Mound System Maintenance and Operation Specifications Service Provider's Name: J.B. Hydro, LLC Phone: 715/949 -0099 POWTS Regulator's Name: St. Croix County Zoning Phone: 715/386 -4680 System Flow and Load Parameters Design Flow — Peak 450gpd Maximum Influent Particles Size 1 /8in Estimated Flow — Average 300gpd Maximum BOD5 220mg/L Septic tank Capacity I000gals Maximum TSS 150mg/L Soil absorption component Size 450bed Maximum FOG 30mg/L Type of Wastewater Domestic Maximum Fecal Coliform >10E4 cfu/100mL 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 monthly Pressure System --------- - - - - -- Laterals should be flushed and pressure tested every 1.5 years Mound -------------------- - - - - -- Inspect for ponding and seepage once every 3 years Other---------------------- - - - - -- Initially filter should be checked yearly to determine service schedule I I' Miscellaneous Information 1. Observation pipes are slotted and materials conform to Table Comm 84.30 -1, have a watertight cap and are secured 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 . 6. No traffic over mound system to prevent damage and freeze up of system. 7. Laundry use, needs to be space, to prevent slug stir -up. 8. Lateral Turn-W to finish at grade or above, enclosed in a 6 -8" diameter lawn sprinkler valve box or similar product. (lateral turn -up consists of a long sweep 90 or two 45degree bends same diameter as lateral) 9. Lateral Turn-up on end of distribution laterals after the last orifice. project: CROSS page 9 of 10 Site Plan NW,SW,14,28N/R18W Kinnickinnic township St. Croix county �E N aY'e ' SJFSeD aK9 $Ott- TQr-T , OHw of 910eR LEGEND I BM: 96.3" bottom of house Siding 2BM: 100.0' nail NFL /orange ribbon on bass . og I (I tree 1t -pits • – grade elevations , ° — contour C/O clean-out No Comm 83 set back problems r- / VV Scale 1 "- 40' except ' o �7J where indicated 11x5 ( 9 e/ _.---- r y e/ System Elev. 94.17' on contour 93.5' f uk� V t r q 70 > 0 �.�� lAf` -z � P/''4 fls= Tt�J'il2d� r•�. r � i .J i , r — ; . ` /� x�_ 4, y-, project: CROSS page 10 of 10 ST. CROIX COUNTY SEPTIC TANK MAINTENANCE AGREEMENT AND OWNERSHIP CERTIFICATION FORM Owne M'► I � b . 1'3 27 C )2 Mailing Address Property Address z (Verification regl&ed from 11 nn,ng &; Zo D r o us u for new construction.) City /State LI•:DA � Uv• Parcel Identification Number Q;. Z - f0 3'7 70 — v Oo LEGAL DESCRIPTION Property Location �W 1 /4 , S uJ' 1 /4 , Sec. �� , T Z$ I A J i� Town of 17� ____�� Subdivision Lot # Certified Survey Map # \ 1 , Volume _ . Page # Warranty Deed # Volume — . Page # Spec house no Lot lines identifiable yes 41e 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 fa owner and by a master plumber, journeyman plumber, restricted plumber or a licensed er ve rm, signed by the wastewater disposal system is in proper operating condition and/or after ' p Ong that (1) the on -site 2 less than 1/3 full of sludge. () inspection and pumping (if necessary), the septic tank is Uwe, the undersigned have read the above requirements and agree to maintain the private sewage disposal system with the of standards set forth, herein, as set by the Department of Commerce and the Department of Natural Resources, S Certification stating that your septic system has been maintained must be completed and returned to the St Cr ta oix te Co W Plisconsin & Zoning Department within 30 days of the three year expiration date. unty anning Uwe certify that all statements on this form are true to the best of my /our knowledge. I/we am/are the owner(s) of the property described above, by virtue of a warranty deed recorded in Register of Deeds Office. Number of bedrooms , SIGNATURE OF APPLICANTS) D A E DATE * * *An information that ' Y 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) I II�III Illll (111111111 illll II�I� llll ll�l�l Illl I1�1 * 9 0 3 4 2 6 l State Bar of Wisconsin Form 5 -2003 903426 PERSONAL REPRESENTATIVE'S DEED BETH PABST REGISTER OF DEEDS Document Number Document Name ST. CROIX CO . , WI RECEIVED FOR RECORD 09/09/2009 09:55AM THIS DEED made between Edward O. MacLeod PERSONAL REPRESENTATIV EXEMPT t as Personal Representative of the estate of Mary Gwen Owen Swanson- MacLeod, a REC FEE: 11.00 single woman TRANS FEE: 795.00 ( "Decedent "), ( "Grantor," whether one or more), and Miles P. Cross and Julie C. PAGES: 1 Cross, husband and wife ( "Grantee," whether one or more). Recording Area Grantor conveys to Grantee, without warranty, the following described real estate., J/ together with the rents, profits, fixtures and other appurtenant interests, in Name and Return Address St. Croix County, State of Wisconsin ( "Property ") (if more space is LeoA Be needed, please attach addendum): Rodli es er & Pletc er S Lot 2 of Certified Survey Map of record in Volume 24, page 5631, filed June 15, PO Bo 's`�73�a� -t/ 2009 as Document No. 898005, located in part of the NW 1/4 of the SW U4 and in Riv an 54022 jj1� 53 3 part of the SW 114 of the SW 114 of Section 14, Township 28N, Range 18W, Town of Kinnickinnic, St. Croix County, Wisconsin. 022- 1039 - 70-000 TOGETHER WITH roadway easement as described in Book 429, page 198. Parcel Identification Number (PIN) This is not homestead property. liar (is not) Personal Representative by this Deed does convey to Grantee all of the estate and interest in the Property which Decedent had immediately prior to Decedent's death, and all of the estate and interest in the Property which the Personal Representative has since acquired. Dated I;.14VI r— l � �d(f PERSONAL REPRESENTATIVE: (SEAT.) � g -- SEAL). * * Edward O. MacLeod AUTHENTICATION ACKNOWLEDGMENT Signature(s) STATE OF WISCONSIN ) ) ss. authenticated on ST. CROIX - COUNTY) Personally came before me on J'a ee V (� * the above -named Edward O. MacLeod TITLE: MEMBER STATE BAR OF WISCONSIN (If not, to me known to be the person(s) who executed the foregoing authorized by Wis. Stat. § 706.06) inst ent and ac �fh�u knowledged the s e. THIS INSTRUMENT DRAFTED BY: � Leo A. Beskar 9 ^ / j Notary Public, State of WISCONSIN Rodli, Beskar, Boles, Krueger & Pletcher, SC My commission Oixpscrnaaent) (expires: ) (Signatures may be authenticated or acknowledged Both are not necessary.) NOTE: THIS IS A STA-VDARD FORM. ANY MODIFICATION TO THIS FOIL &I SHOULD BE CLEARLY IDENTIFIED. PERSONAL REPRESENTATIVE'S DEED 0=3 STATE BAR OF WISCONSIN FORM NO. 5-2003 *Type name below signatures. Ll nda r V_Qg 19C I 0 e me • (800)8552021 • Intoprolorms.rom Notary Public State of Wisconsin 1 of 1 My Conimis� inn Expires 5/31/2010 I Q 0 5 2 898845 BETH PABST REGISTER OF DEEDS ST, CROIX CO., WI CERY FI En S V RVEV MAP RECEIVED FOR RECORD LOCATED IN PART OF THE NW1 /4 OF THE SW1 j4 06/15/2009 09:50AM CERTIFIED SURVEY MAP AND IN PART OF THE SWt /4 OF THE SW1 /4 OF VOL: 24 PAGE: 5631 SECTION 14, T28N, R18W, TOWN OF REC FEE: 13.00 KINNICKINNIC, ST. CRODC COUNTY, WISCONSIN. PAGES: 2 � OWNER REQUESTED BY: SURVEYOR 6O4 MARY GWEN OWEN SWANSON - MACLEOD EDWARD MACLEOD EDWIN C FLANUM 1327 CTH "J" 5248 CHOWEN AVE. S. NORTHLAND SURVEYING, INC. RIVER FALLS, WI 54022 `, , "NVL�POLIS, MN 55410 P.O. BOX 152 `0� co N i�� AMERY. WI 54001 LEGEND ys.8........ ALUMINUM COUNTY SECTION EDWIN C. ► A / / / CORNER MONUMENT FOUND Fl.ANUM • 1" O.D. IRON PIPE FOUND 8 -2487 AMERY, <'�. WISCONSIN Q- G �� ■ 314` IRON REBAR FOUND "r `' =,�'o q f Rv c�.•`�G(]Pf�La`t�4CCD C - tr`� / / i �� L7 3/4"X 18' IRON REBAR SET WEIGHING ��� � � - — � 1.50 Les, PER LINEAR FOOT —X X EXISTING FENCELINE \ AX E - (WEST) / / ( �0000c) PREVIOUSLY RECORDED DATA N89 293'+1- 82'+/- W114 CORNER ^ 1 (N - SECTION 14 / cc o LL� Uj . a.�Z• POOL Q N I EA SEPTIC / p� LOT 2 z al / 4.70 AC. +/- TO EDGE OF WATER 204 . 939 50. FT. / ) .' S OUTH L INE OF THE N /4 O F THE SWt /4 ± LINE NE OF THE SW1 14 OF THE SWi /4 IA 4.42 AC, TO MEANDER LINE d SW COR NER OF THE NW1 (192,628 SO. FT.) r �O ca (POINT OF BEGIN/JING) SYV7 /4 � 3/4" IRON RE NO2°O8' BAR FOUND O6"E 3>.>r FROM SET LOT CORNER. 3/4" IRON REBAR (APPROX. $ 6 "69'18'E 677. O' W ABOVE GROUND) (EAST 35 RODS) FOUND S15°05 1.68 N FROM SET CORNER. W � O $ NOTE: o o THIS CERTIFIED SURVEY MAP HAS BEEN COMPLETED FOR THE PURPOSE OF CLARIFYING w r 3 7 z 5 THE BOUNDARY OF AN EXISTING PARCEL WHICH HAS BEEN DESCRIBED IN PREVIOUS DEEDS (VOL. 243 -PG. 153, VOL. 441 -PG. 581, VOL 893 -PG. 535). Z v NO ADDITIONAL PARCELS / LOTS HAVE BEEN CREATED BY THIS DOCUMENT. ¢ x (SEE SURVEYOR'S NOTE ON SHEET 2) tb - 9 SW CORNER ¢ SECTION 14 Exemption verified under Section 13.1 13. 3, , l of the St. Croix County Land z `- Division Ordinance 1a�nd Section 13 6. 'fS z 4 a of the Wisconsin Statutes. ° BY — ALc,( f�'G Date 6� S SCALE IN FEET 7" s 100' THIS INSTRUMENT DRAFTED BY MICHAEL ERICKSOL d JOB NO. 09 -37 DATES-10 100 SHEET 1 OF 2 SHEETS C►� 1 of 2 Vol 24 Page 5631 Wisconsin Department of commerce SOIL EVALUATION REPOR : = r . Page i_ of Division of Safety and Buildings in accordance with Comm 85, Wis. Adm. Code County G Attach complete site plan on paper not less than 81/2 x 11 inches in size. Plan must J L �f include, but not limited to: vertical and horizontal reference point (BM), direction and Parcel I.D. percent slope, scale or dimensions, north arrow, and location and distance to nearest road. on —/ 0 3 9 - 7 U — ©� Please print all information. eviewed Date Personal information you provide may be used for selRErERy Law, s. 15.04 (1) (m)). r - --- I Property Owner Property Location Govt. Lot /j LX) 1/4 1/4 S 1 4 T -�g N R E (o W Property Owner's Mailing Address Lot # Block # Subd. Name or CSM# N 67 7,5 - ST CRotX COUNTY 3 City State Zip Code ❑ City ❑ Village EQ own Nearest Road tr �c�c�einJ ( �Yoo3 (� /s") 7(��- 1lPS` -� kihntcktviAtc- I C.T. H IT U N !T ew Construction Use: t rtesidential / Number of bedrooms Code derived design flow rate GPD placempnt ❑ Public or commercial - Describe: S Parent material a eS S O �7« �"i } } Flood Plain elevation if applicable ov, d Ov ft and e reco mmendations: 4 rn C o K > < c+u r 93 /`'l at t n e� �rtsf/n 7 1c+ S� �rvti F /eLJ. 9y.1 J Boring # Boring ^ ` L�l Ground surface elev. 9� Il / ft. Depth to limiting factor 3 y in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD /ft in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 I 'Eff#2 i° C - 5" OYK 3 ;) � Lt_ a © 1 4 P- - 3 0 2 '" - _g 4 q ;o Z - Gzvc_ / A- k l , e'e-rp n Boring # E] Boring a pit Ground surface elev. tt. Depth to limiting factor 3 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 "Eff#2 3 3 5 L �l cU-) fl t� t,a 2 -3 or s E k Cn�t NT E C t3 Effluent #1 = BOD > 30 1 220 mg /L and TSS >30 < 150 mg /L ' Effluent #2 = BOD < 30 mg /L and TSS < 30 mg /L CST Name (Rlease Print) Signnat CST Number Address ` 140 r Date Ev ation Conducted Telephone Number 77atG, �� S ,0 r l�, U� IIQ �- �y -©1 - 7 7,) 3d7� sy7�� r � r Property Owner / `" l de,5 G r o& 5 Parcel ID # 0a - / 0 �/� - 7 - 000 Page , -I of 3 F-31 Boring # ❑ Boring �t Ground surface elev. �3 g ft. Depth to limiting factor =� 0 in. - go i i — lApplication 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 / (/ ` O L T b A L L- f !r d _ - ; V " _ f J ` J 3 roe — �L - Y1, - b k ►r �, o r e opt 'CA CO r F-1 Boring # ❑ Boring ❑ 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 /ft In. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 I *Eff#2 Boring Boring # Ground surface elev. ft. Depth to limiting factor in. ❑ Pit Soil 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 * Effluent #1 = BOD > 30 < 220 mg /L and TSS >30 < 150 mg /L * Effluent #2 = BOD < 30 mg /L and TSS < 30 mg /L The Department of Commerce is an equal opportunity service provider and employer. If you need assistance to access services or need material in an alternate format, please contact the department at 608 - 266 -3151 or TTY 608 -264 -8777. SBD -8330 (R.07 /00) * 1 t • r 10� ��Q�ln Q4fL - 0 7 (3P7 C•rg A 7� l�rv Y M� K� �1 i c K t�1t t TO- 5r-�, i�jT -wS �'lbL �xt s�i n 33 t3.M. 9G • 3 I_a�r w Oc, L i j L _ �D Oca loo.ca Yv a &'` �; BaslwcoA` k° stop QI S" 3 &rn 0' 'Parcel #: 022 - 1039 -70 -000 07/28/2009 09:00 AM PAGE 1 OF 1 Alt. Parcel #: 14.28.18.218B 022 - TOWN OF KINNICKINNIC Current X ST. CROIX COUNTY, WISCONSIN Creation Date Historical Date Map # Sales Area Application # Permit # Permit Type # of Units 00 0 Tax Address: Owner(s): O = Current Owner, C = Current Co -Owner O - MACLEOD, MARY GWEN OWEN SWANSON MARY GWEN OWEN SWANSON MACLEOD 1327 CTY RD J RIVER FALLS WI 54022 Districts: SC = School SP = Special Property Address(es): ' = Primary Type Dist # Description ' 1327 CTY RD J SC 4893 RIVER FALLS SP 0100 CHIP VALLEY VOTECH Legal Description: Acres: 5.000 Plat: N/A -NOT AVAILABLE SEC 14 T28N R18W COM INT W LN SEC 14 & S Block/Condo Bldg: BANK KINNIC RVR, TH S 9 RDS E 35 RDS, N 28 RDS W TO RVR TH DOWN STREAM TO POB PT Tract(s): (Sec- Twn -Rng 40 1/4 160 1/4) NW SW 14- 28N -18W Notes: Parcel History: Date Doc # Vol /Page Type 02/2211991 466694 893/535 QC 441/581 2009 SUMMARY Bill #: Fair Market Value: Assessed with: 0 Valuations: Last Changed: 08/07/2007 Description Class Acres Land Improve Total State Reason RESIDENTIAL G1 5.000 130,000 187,000 317,000 NO Totals for 2009: General Property 5.000 130,000 187,000 317,000 Woodland 0.000 0 0 Totals for 2008: General Property 5.000 130,000 187,000 317,000 Woodland 0.000 0 0 Lottery Credit: Claim Count: 1 Certification Date: Batch #: 104 Specials: User Special Code Category Amount Special Assessments Special Charges Delinquent Charges Total 0.00 0.00 0.00 Ya 3YIVN :N=dWWa NDISN3M too -eee9 avermN we MeAS Puq fm • }ny N bI d MIS t00 -E009 - aea $ P" B -m su aew- asa-9u =v NISNOOSNA 'A.LNf100 XIOW IS 'OINNINOINNIX .40 WCXL .- ess -ros-su w na uss- tes-su T1 om- ass -su nt ouiuol -AVG PT O"m M Tu"m'� f„ 'a�1 'A10 LM l IV Ai83d08d ;,ate° WN w T•q *4q M SS080 S31IW �- ZM as wvaa Ln a z =II N Z O g ►- �W 4' W I() ■ ■ J � W � = O o C W cl) o� Q r L z cc �wvi o o � W �zo ^� a Z > �gW LO w N WN ��z °Z o S a OC �r o4rn >> w Ua CQ� '� O: N y 0 . ; 2 4 ci b� � � o o E � O a, Q � -c7 Y W 0 C1. o �j LLI 30 w -' a z Q C/) a� �o O al b.0 W CIS X 0 0 o `� , •� O .� LL- Q X. z � Q W W O) Q ao m w �m II o GP� :K c6 0 o w � W to 1�. m3 o ta > rn LO Z rn Z �6 0 M I rn z M w o Tn Z z J Oj rn m 0) U j ��i �`� APPRUX'M EA V) � \ J z_N MDUN N `Lf \ mm 0) N O (�� C4 V) N \ LO W U f / O 06 N O 0 O� '� WO w z � C d �v ) L L / \ Z !— Y < LL. a CL Z O 1— 0 LO U Do rn O� s.. � R G� F• �b 4 & 1 AL