Loading...
HomeMy WebLinkAbout040-1318-00-061 Parcel #: 040 - 1318 -00 -061 08/09/2007 12:18 PM PAGE 1 OF 1 Alt. Parcel #: 11.28.19.2136 040 - TOWN OF TROY Current X ST. CROIX COUNTY, WISCONSIN Creation Date Historical Date Map # Sales Area Application # Permit # Permit Type 01/17/2006 00 0 Tax Address: Owner(s): O = Current Owner, C = Current Co -Owner O - WEBER, STEVEN & KAREN L STEVEN & KAREN L WEBER 704 COULEE RD HUDSON WI 54016 Districts: SC = School SP = Special Property Address(es): * = Primary Type Dist # Description " 704 COULEE TRL SC 4893 RIVER FALLS SP 0100 CHIP VALLEY VOTECH Legal Description: Acres: 5.240 Plat: 10- 095 -HILLS OF TROY 040/06 LOTS 1 -62 SEC 10 T28N R1 9W PT NE NE & PT NW NW SEC Block/Condo Bldg: LOT 061 11: HILLS OF TROY ('06) LOT 61 (5.240AC) Tract(s): (Sec- Twn -Rng 401/4 1601/4) 11- 28N -19W NW NW 10- 28N -19W NE NE Notes: Parcel History: Date Doc # Vol /Page Type 09/20/2006 834988 QC 01/17/2006 816568 10/095 PLAT 12/01/2005 813315 2937/038 EZ -CONS 09/26/2005 807405 2895/260 WD more... 2007 SUMMARY Bill #: Fair Market Value: Assessed with: 0 Valuations: Last Changed: 08/30/2006 Description Class Acres Land Improve Total State Reason Totals for 2007: General Property 0.000 0 0 0 Woodland 0.000 0 0 Lottery Credit: Claim Count: 0 Certification Date: Batch #: Specials: User Special Code Category Amount Special Assessments Special Charges Delinquent Charges Total 0.00 0.00 0.00 Wisconsin Department of Commerce PRIVATE SEWAGE SYSTEM County: St. Croix Safer and building Division INSPECTION REPORT Sanitary Permit No: 420373 0 ` (ATTACH TO PERMIT) GENM,'AL INFORMATION State Plan ID No: Personal information you provide may be used for secondary purposes [Privacy Law, s.15.04 (1)(m)]. 4 - ;t (,&J Permit Holder's Name: City Village X Township Parcel Tax No: Weber, Steve I Troy Townshi CST BM Elev: Insp. BM Elev: BM Description: tav j V0 to Q � L — cs r w t t 16w„ TANK INFORMATION ELEVATION DATA TYPE MANUFACTURER CAPACITY STATION BS FS LEV. Septic Benchmark I�lY 3.1 o3. o 00 -D , Dosing I ( Alt. BM , 1 t Aeration Bldg. Sewer ,o ,(-(o 12,62 91 . YZi Holding St/Ht Inlet Q lo to L3.2 91 9 , 0 . 9 St/Ht Outlet TANK SETBACK INFORMATION TANK TO P/L WELL BLDG. Vent to Air Intake ROAD Dt Inlet Septic t Dt Bottom �A a'f 1 Z2 11�b1i "Kt..1a l� �S X6 .35 Dosing i t� k A I Header /Man. / 3t Z.2o al - qD Aeration Dist. Pipe Z,rr 2 I Z• to Z ' ZO �O�•(oQ Holding Bot. System 1 o I. o9 PUMP /SIPHON INFORMATION Final Grade ,t C'X'.-, OL #W r, LJ%Ael) Manufacturer Demand St Cover , p, '&EJ GPM �SL.s6 Model Number t k5�' P VH Lift Friction Loss I System Head TDH Ft 'Oti m 4 Forcemain Length t Dia. It Dist. to Well SOIL ABSORPTION SYSTEM BED /TRENCH Width Length No. Of TreAa ios PIT DIMENSIONS N f Pi (s Insi Dia. I Liquid Depth DIMENSIONS 6 1 p �� _ �j SETBACK SYSTEM TO / P/L JBLDG WELL LAKE /STREAM LEACHING ' Manufacturer INFORMATION CHAMBER OR Type Of System: f / UNIT umber: M 3D > (M_-> _._.. DISTRIBUTION SYSTEM Header /Manifold I D istribution x Hole Size x Hole Spacing Vent to Air Intake tl Pipe(s) ' /l M ` L I) Length .� Dia Z Length �l Dia Z Spacing L O 5 - / 1 . 2 SOIL COVER Pressure Systems Only xx Mound Or At - Grade Systems Only Depth Over Depth Over xx Depth of xx Seeded /Sodded r hed Bed/Trench Center Bed/Trench Edges Topsoil Yes [W No [] Yes En, C � t t�c�I" 5 (In �le� ggdiscrepencies, persons present, etc.) Inspection ( tl - . , O / �� Z�Z Inspection #2: — T' T � Location: 704 Coulee Trail Hudson, WI 54016 (NE 1/4 NE 1/4 10 T28N R1 9W) NA 0. X U, Parcel No: Qo> C u l� ta) C,) ) Gam - ate"' 1.) Alt BM Description M = °P t°"�"^ 4 2.) Bldg sewer length = ZZ - amount of cover 3.) Contour = 99.90'( $kjpt`4" o •�f t�J►cS k�uow++ e+� �°�` . Plan revision Required? k es Use other side fora ditiona ormati r _ r _ o SBD -6710 (R.3/97) N rtGr[,VQ� Insepctor's ignature Cert . No t� . f 201 W. asngton Ave., P.O. Boa 7162 NV6consln Whi A 53707 - 7162 4 4 � k Address Department of Commerce �;' - f �' -t % .ir O c ` 1 4' 0 � Sanitary Permit Application sanitu'' Permit Number djz0 - 5+3 In accord with Comm 83.21, Wis. Adm. Code. personal ' ❑ Check if Revision way be used for secondary purposes Privacy Law s15. L Application Information - Please Print All Informatio+ State Plan l.D. Number 4 ++ (w6 Property Owner's sue Parcel Number W QT n Property Owneerrr''s Man'ling Address ! N (, U city. State ZiiCb& Phone Number Lot Number Block Number 4% 4000 Subdivision Name CSM Number it I ICL Type of Building (check all that apply) X.5 X.5 Per e, b S, ❑City 1 or 2 Famtily Dwelling - Number of Bedrooms OVrillage ❑ Pubtideommerc se C7f ❑ State Owned i3 1 , � ' bn . to � — ( t r �� C � �'�C x t Roan ' K 9 III. Type of Permit: (Check only one boar on ' A (numbering scheme for internal use). Complete line B if applicable) A. 2 ❑ Replace System 3 ❑ Replacement of L6 ❑ Addition to For County use stem I Tank Only Existing System B. ❑ Check if Sanitary Permit Previously lssued Permit Number Date Issue IV. Type of Permit: (Check all that app )(numbering scheme is for iaternal use) Q k (M . 44 ❑ Non Pressurized in -Grand 47 ❑ Sand Filter 50 ❑ Constructed Wetland 22 ❑ pressurized Ice Ground 41 ❑ Holding Tank 48 ❑ Single Pass 51 ❑ Drip Line 45 ❑ At -Grade 46 ❑ Aerobic Treatment Unit 49 ❑ Rexircnlamrg 30 ❑Other V. t Area Information: Design Flow (SPd) Dispersal Area Dispersal Soil Application Percolation Rate System Elevation Find Grade i Z Rate(Gals./Days/Sq.Ft.) (XhL/Inch) Elevation A -e). 75 VI. Tank Info Capacity in Total Number Manufacturer Prefab Site Steel Fiber Plastic Gallons Gallons of Tanks Concrete Constructed Glass New EzistinB Tanks Teats Sepric or Holding Talc - �j, J S VII, Responsibility Statement– I, the modersigned, responsibility for tuatallation of the POWTS shown on the attached plans. Phrmber's Name (Print) Plumber's S' MP/iviPRS Number Business Phone Number Plumber's Address (Street. City. State, / i VIII. Coup eat use Onl V Approved (I Disapproved Sanitary Permit Fee' (includes Groundwater Date Issued Issuing Agent Signature (No Stamps) Surcharge Fee) ❑ Owner Given initial Adverse�� < Determination ko W-m'. 2xk�� IX. Conditions of Approva"tasons for Disapproval � 04 Pre` t e e�Cy k t I.N. (vz"Ca Attach cemplde plans (to the Couay only) for the system oa PsPer sot less ulna SW a 11 hwhes In she SBD -6398 (R. 05101) P T PLAN � - `Steve Weber ADDRESS 3138 144th Ave NE Ham Lake Mn 55304 I NE 1/4S 10 /T 28 TOWN Troy COUNTY ST. CROIX 4 " P r Z Shaun Bird 226900 DATE 8/2/02 BEDROOM 5 CONVENTIONAL AT- E CONVENTIONAL LIFT HOLDING TANK 1 MOUND XXX SEPTIC TANK SIZE 1650 LIFT TANK SIZE DOSE TANK SIZE 854 HOLDING TANK SIZE LOAD RATE 1.0 ABSORPTION AREA 750 # of chambers none BENCHMARK V.R.P. Top of 2" Pipe ASSUME ELEVATION 100' Filter Zabel A -100 ❑ BOREHOLE O WELL H. R. P NE Corner of Property SYSTEM ELEVATION 101.1' 425' Property Line Huffcutt ST Pro 5 Tanks are to be Bedroom �T properly bedded House and provided with lockdown covers with approved Coulee warning labels Trail Well is to . Force Main 515' meet all Property setbacks Line found in Area 15' Below Comm. 83 System is to remain undisturbed 8% B 1 Slope B.M. B -3 B -2 98' AL 99 Grading is to be done to divert run- 100' 200' off away from 101, system Scale = 1/4 = 10 535' Property Line Safety and Buildings 10541 N RANCH ROAD HAYWARD WI 54843 TDD #: (608) 264 -8777 isconsin www•commerc .wis c on s i www in.gov .wisonin.gov Department of Commerce Scott McCallum, Governor Philip Edw. Albert, Secretary August 23, 2002 CUST ID No.226900 ATTN: POWTS Inspector SHAUN R BIRD ZONING OFFICE BIRD PLUMBING, INC ST CROIX COUNTY SPIA 1008 192 ND AVE 1101 CARMICHAEL RD NEW RICHMOND WI 54017 HUDSON WI 54016 CONDITIONAL APPROVAL Identificatio rs PLAN APPROVAL EXPIRES: 08/23/2004 Transaction ID .776682 SITE: Site ID No. 6491 Steve Weber Please refer to both identification numbers, Coulee Trail above, in all correspondence with the agency. Town of Troy St Croix County NE 1/4, NE 1/4, S10, T28N, R1 9W FOR: Description: Mound 750 Gpd. Object Type: POWT System Regulated Object ID No.: 865863 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 conditions shall be met during construction or installation and prior to occupancy or use: Correspondence Notes: • This plan action is subject to designer notes / comments on the plan. • This system is to be constructed and located in accordance with the enclosed approved plans and with the "Mound Component Manual for Septic Tank Effluent for Private Onsite Wastewater Systems" Version 2.0 SBD- 10691 -P ( N.01 /01) and the "Pressure Distribution Component Manual for Private Onsite Wastewater Treatment Systems" (Version 2.0) SBD - 10706 -P (N.01 /01). 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 r " required by the state or the local municipality shall be obtained prior to commencement of ®� construction /installation/operarion. 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 components �S r� "C SHAUN R BIRD Page 2 8/23/02 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 to the owner and any others who are responsible for the installation, operation or maintenance of the POWTS. Sincerely, Fee Required $ 175.00 i Fee Received $ 175.00 Balance Due $ 0.00 Thomas E Devereaux / Plumbing / POWTS Reviewer II , Integrated Services WiSkA code: 7633 (715)634-3026, 7:45 am - 4:45 pm Mon. - Fri. tevereaux @commerce.state.wi.us cc: Leroy G Jansky, , Wastewater Specialist, (715) 726 -2544 Cover Page Shaun Bird Bird Plumbing Inc. 1008 192nd Ave New Richmond Wi 54017 715- 246 -4516 Date: 8/2/02 Owner: Steve Weber Location: Coulee Trail System type: Mound System Manuals Used: Mound Component Manual version 2.0 (01/31) Pressure Distribution Manual version 2.0 (01/31) Page# 1. Cover Page 2. Mound Plot Plan 3. Mound Cross Section 4. Pipe Cross Section /Pipe Layout 5. Pump Chamber Cross Section 6. Pump Curve 7 -9. Maintance and Contigency an Ari S . 10 -12 Soil test D DMM� CE GS T D ND 6 ,DIN �F Signature - " "In�.NG P 2 License number 226900 �`1'C� 8/02/02 �l- P T PLAN PROJECT -Steve Weber ADDRESS 3138 144th Ave NE Ham Lake Mn 55304 NE 1/4 NE 1/4S 10 /T 28 'W TOWN Troy COUNTY ST. CROIX MPRS Shaun Bird 226900 DATE 8/2/ BEDROOM 5 CONVENTIONAL AT- E CONVENTIONAL LIFT HOLDING TANK MOUND ) SEPTIC TANK SIZE 1650 LIFT TANK SIZE DOSE TANK SIZE 854 HOLDING TANK SIZE LOAD RATE 1.0 ABSORPTION AREA 750 # of chambers none BENCHMARK V.R.P. Top of 2" Pipe ASSUME ELEVATION 100' Filter Zabel A -100 ❑ BOREHOLE O WELL *H NE Corner of Property SYSTEM ELEVATION 101.1' 425' Property Line Huffcutt ST Pro 5 Tanks are to be Bedroom �T properly bedded House and provided with lockdown covers with approved Coulee warning labels Trail Well is to Force Main 515' meet all �— Property setbacks Line found in Area 15' Below Comm. 83 System is to remain undisturbed 8% B 1 Slope B.M. B -2 98, AL B -3 99 Grading is to be done to divert run- 100, 200' off away from 101, system Scale = 1 /4 11 = 10' 535' Property Line Date Non -Woven Filter Fabric 4" Observation Pipe Perforated Below Filter Fabric Distribution Pipe ASTK C -33 Sand l H G L Topsoil _______• F � 1 7. Slope j Bed Of 2 %2 Force Main ��Flov►ed Drain Rock From Pump Laye j I D 1 Cross ect lon Of A Uound - System Using E. I � A Bed For The Absorption Area F ' gs G A Ft. s 7y Ft. I Ft. j Ft. .. K Ft. - L (-?ft. Id k rn uPs W Z_ • Oft: L p d ¢Observation Pipe - - - - - -- - ----------------------------- A _ Force Main �y cn �o i : From Pump ° Distribution 2 pipe 4Observation Pipe arker Pion View Of Mound Using A Bed For The Absorptio Area PAG&� OF_ Perforated Pipe Detoit �0 r ' i End_ Perforated PvG P,pe e Holes Loeatod On 410110 Are Equally S kcz n vcfiC f a' � r � P . V tO f X t 4 1 "5e j � PvC Face Mdiw l �fltST ttot.i. Next t•e CenNeC }nor PVC Manifold Pipe ,�4sf�Of� Oistriaut�an Pipe 0 - 1 Lc r /L -- tf �� ' • - Distribution Pipe layout P Ft. R Ft. X Inches Y Z Inches Signed: Hole Diameters Inch License Number• I--Z Lateral •� v ' Inch(es) Manifold ; �2 Inches Date: �3- Z —�� Force Main " Inches of holes /pipe Invert Elevation of LateralsIQL 4t. >r ter to P a+l wtil•_- - •" • ` '�".'-.. w" - R CILOa!!i s�t�lati ! rCl ArfrS #+ �'""�....... vG w t CAI' I WIATKElIrROOr i 4 ►I�RpVtO VpGIRtAIb ti rAOI" OOCR. t '0'jc? box M404rlptL @ovtR INR 1At"AM t , � i I 6 RA fDfC � 1 � j y" l�tti. N'MfN. CONDUIT wIAgi. I r 'APPROVID O AtRTtGNt ICAi. t I s � i � t i Ai.ARM [:ttc • ,� M [ Joras WITH APPROYED P1PE 3' ONTO rsrrts' •..,,, Of►r O SOLID SOIL mob GOurf» RRTi i1.0CK 1C15cK CUT ACRAlim OyLrq Jr 'T"o wa AMi1u/71GTLRR1t MAi SLiE►M AtP1�O1tRi. t�t're _apc�tRtta'r��� aoK MAyirRAClL„IR �R.._ 1 .ifiMOtA OR ODrLtlt #'tR It R9" i t. bAtl i.OUi pOSi VOL.WNC !�Q C♦'H�iR: ,.,,�.�` � �IUCLYgtN6 *�RKRL.iV: � iAUOI�r� AOU16 r%fkg GWTAN i GlACfTIC=t A l �-3 �VCNIIf Qlt MiL.gAtf s s �+oesl. >v G warts Ml.s�w �w:TCM Tye; e 0 INC M � OAI,f.OYt I►IMIA�tNL Olfi'iriLA/�� s puf" AUTO ALARM ^RS TO ►�1 1NO7461.90 OW SRlaRATt d1RRy1Ti varuAL. aft►rRltOy� ec rw tj PIN" OPP NA 01lTRIpu n ow pip .. +'Tyr M NCTWORK iupfty `� f S>�r 0� l + � .: 0 -3, � PUT DIP tORgR M1NRL X �i i ptVauTtOw A.c z 'r1QTµ, Q�MLC MtAO s MWA6 J5; urc: �cNbTh :.f ,w I D IM *"M ,,,,.,,, i LIQUID OCPs M ..,,,•�..» �. /CLRl�F usI1MBB ENGINEE DETAILS 1 i1 Perfornmance Data lump Ch aracteristics Paap /Metoridi Sab -: -i-e } -}i•F_ rt•' } r _ } { {. {_ }i -i-F i- . }_ Matwd Molds (30) MI M2 03 1 M4 MS So Al I AZ 1/2 70 ; - } - } a - - F' + ; } • }Y 1 +�} i }' < '•tt hR Load Amps 15.0 7.6/7. 3.2/3.1 i .b 1.2 m {. }_y {.t : :S:•F- {.} } i -ty{- }_•i-t '° } t•Y r <• - i_} ;_ }_ }.. MdW T ype C"a � �� 39 3450 Vs 1 r rt s{ M. l e 1 39 _ — i i{ r- Vi i-s 40- i• }f i0i- +160 573 - rt_} -r ;•} �;• • }• } {_•i: - g_} t:��: •.•{ ' ... .__ t/dp�e i15 io Z31 M�atdlload(1 11113 M4 MS - •i• r t {_} 00) M2 vt } -} t - }: -:. i•i i•i i AatorloRc Molds A2 7 5 20 - }{ -F - ---- -} -}{_ •- {_}_ :-t_} ;• 044- }vi-} -} vi_} { -4_}v Ed LOW Aw ps ne/ttt so/s./ - Motor Type taps aar sual 39 0 o - i�M � Capacity, US GPM 0 10 20 30 40 60 70 so so ram 19 3 9 iters/second 0 i 2 3 4 5 6 Vebw 2,22 460 575 Blertz � cu rnetersAtr p 5 10 t5 20 T 14V f MM FW Test TMd Item (hd) 17 25 40 1 50 1 60 1 63 1 70 EO 93 M9Ri1 Desist L B 6!M 1 Ilp 69 63 50 36 18 0 — — — 4s>flNiltt Class! 1 pp — so 72 63 37 1 50 1 35 0 EKbwp Sin 2" NPT Std. SA& yoli'i' 3/4" Osie Weird 55 &L (50) 1 65 ML (100) • p W l I 3W SM* 2, iq Di mensional Dota 16/3 9W-4- 30,16/4, S1WW-A, M cards 20' std. wR6 30' sO. 1. All dimensions in inches. 2. Component_ dimensions may vary +/ 1/8 inch_ 3. Not for construction purposes unless certified. Wa#er als of Construc 5 . . We r se si reserve it's weighs are aepro te. 5 We rerve he right to make r to our products and their ---- -= specifications without notice. 5ta iiw tie 6. Float switch (automatic models only). ` 3-MG 7-06 µ ey� s6• wifficoft - 6-F 4Fµ - Mehr Cast troy SFlfl6 ilo• C od" Cad k" 4*U .. 06fCfYW6Er}Pf 5 Sidt SidatessSted r FVF6 COCK AEr Far 3ed SP&W St WOW Sted Bdbws: iwtq-ll �� �� Row Bab Bow" � rabF t. m6 Fz va srKraF g n u Books BeR it9 Side Row Bdt Bewl" .e,6 B dkW Plate Pdyesfw COOW 5W z a iosle ws 5t®iaUSfad SHE SHEF50 UP AURORA /HYDROMAT1C PUMPS, 1nC. 1$40 Raney Road, Ashland, Ohio 44805 (419j289 -3042 POWTS OWNER'S MANUAL & MANAGEMENT PLAN Page or �FpR(y(ATION SYSTEM SPECIFICATIONS LIE J Septic Tank SO al 13 NA owe �� Ptxrrdt �. Sepik Tank IMartufaitcrter DNA Efffuerd Filter Matwk +ter E3 NA , EWM PARAMETERS Fllt r Model 0 NA Number of Bedrooms S a NA N um b er of C� Units a NA Pump Tank Capacity al 13 NA mated flow {average) - 49 Pump Tank Manufacturer 13 NA x 1.5j d Pump DNA flow ' ( Estimated Q P Modal .:�Q 0 NA Sal Rate preb,eabnent Unit IrdluentlE.fhivent Quaflty Ma>�fl O Sandl�Gravet F 0 Peat Filter Fats, 01 & Grease (FOG) S30 mg1L p Mechanical Aeration 0 Wetland Biodhemlad Oxygen Demand (BOD5 5220 mglL p Disinfection 0 Other: Total snpended Solids (TSS) x150 mWL Mam dacturer Pretreated Effluent Quality ;*. A Monthly average Dispecsa►t Cetl(s) Bktchemlcai OxY9en Demand (BODs) 5W "�- Ia IrKround (Wavily) ��� �surized) nd Total Suspended Solids (TSS) 5 0 30 mg/L 0 Ddp4ne Fecal CoGfomh (gee mean) 510' c hill ooml p Other: Maxbnum Effluent Particle Size $ inch diameter Vetoes grracat for don w8ft (wn�nen�) wa sfewaw ow � emuem ues blp� � n Val gr Pe� as ww ter• IYIAINTENANCE SCHEDULE Service Frequency Service Event inspect condition of tank(s) At least once every O months�6(year(s) (Maximum 3 yrs.) Pump out contents of tank(s) When combined sludge and scum equals one -third (K) of tank volume At least once every 0 months �ear(s) (Ma)imum 3 yrs.) i c�(s) ❑ months s) Clean effluent At feast once every least otce every n, 0 months s) 0 NA inspect pump, ptpnp control A alarm s) DNA At least once every 0 months Fl hattmais and p ressure ted 0 months 0 year(s) 0 NA otl1er. At least once every Oft►er: At least once every D months D year(s) DNA MAINTENANCE RaMUCTIONS l cells s h a g be made by an Individual gRyin9 are of the foilovft ruses or k of tanks and Plumber Restricted Sewer; POWTS fnspe�: Martha Septage worts: Mastex Somber. Master must Include a visual inspection of the tan k(s) to identify any missing or broken S Operator. Tank inspections check for any back up hardware. identfly any cracks or leaks. measure the volume of combined sl and inspected to, scum and to chec the effluent levels the ground surface- Ttia dispersal c�(s) s r and Surfatoe. The Po g of r P of effluent on h in the observation pipes and to check for any patding of effluent on the gr a l of it* local regulat0ly ground sw may indicate a la" condition and requires the immediate rtotifica6at � more �� u�. the When the combined aocurntulation of sludge and scan in any tank equals on (a of ut accond8nce w ith ch. NR entire contents of the tank shall be removed by a Septage Servicing Opera 113. Wisconsin Administrative Code- uea i ts, and WY The g of effluent filters. mechanK oc P urfized POWs S components. pre by a POWTS Maintainer= o • m fg at intervals of 12 months or. other ess shah be performed of a service event A ser*@ rep's shall be provided to the local regulatory aullu ity withrtr 10 days of compielbn rty START UP AND OPERATION s for the presence of Painting p�� or other For new construction. prior to uSe of the POWTS check t{) s). If high concentrations are chemicals out may impede the treatment process andlor damage the dispersal ceN( detected have the contents of the twgs) removed by a septage servicing operator prior to use. r . ' System start up shalt not occur when'son'cond'diOns are frozen at the infiltrative surface. P " e-- - of Dwo Pmw MARges p unp tanks may M above normal highwater levels. When power is restored the excess wastewater will be dsdmarged to the dispersal eels) In one large dose. ovedoadkV the cell(s) and may result In the backup or surface disdmamrge of . To avoid this sltration have the contents of the Pump tank removed by a Septage Servkft Operator tdor -b redomg power to the eftent pump or contact a Plumber or POWTS MaIntainer to assist In manually operatt the ptmnp wrilrnls to restore normal levels vAM the pump tank. Do not drive or park vehicles over tanks and dispersal calls. Do not drive or park over. or otherwise dis6ub or compact, the area wpm 15 fleet dowry slope of any mound or atV ade son absorption area. Reduction or of the following from the wastewater steam may improve 00 PsFbmw and prolong the Me of ft POWYS: andbiotiM babyw -tie tilt eondoms; cotton swabs; des; danial floss; drapers; disiriec ants; fat f dri drakt (sump pttmp) water; fruit and vegetable p gaso*W gnaw herbicides; meat s mefficstiOnW. Olt; 09ft products: Pesticides: sanitary napkins: - and water sollener brkm ABANDOWMENT . When the POWYS fates arKft is perrmmanet* taken out of service the Mmft steps shall to taken to <<mstrre that the system Is properly anci saW abandoned In with ch. Comm 83.33, Wisconsin Ada*dsbWve Coder • All piping to tanks and pits shall be dsconnected and the abandoned pipe operdngs seded, • The contents of all tanks and pits shall be removed and properly disposed of by a Septage Swvk ing Operator, • After pumping. all talks and pits shall be excavated and removed or their covers removed,and the void space filed with sol, gravel or anollie inert sold material. CONTINGENCY PLAN If the POWYS fats and cannot be repaired the fokwtng measures have been. or must be taken, to provide a code compliant replacement system: 0 A suitable replatxxne nt area has been evaluated and may be utkred for the location of a replacement son 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, Ict lines and wells. Falure to protect the replacement area will result In the need for a new sod and site evaluation to establish a suitable replacement area. Replacemen systems must comply with the rules in effect at that time. 0 A suitable replacement area is not available due to setback and/or son limitations. Barring advances In POWYS tecturobgy a tKftv tm * may be ink as a last resort to replace the failed POWTS. 7t site has not been evaluated to identity a suitable replacement area Upon faflure of the POWTS a son and evaluation must be performed to locate a suitable replacement area. If no replacement area Is available a i ng tank may be Installed as a Fast resort to replace the failed POWYS. and at-9ade soli systems may be reconstructed In place follmft nmxwd of the biomat at the kmNttative sudiace. 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 ANDIOR 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 IMPOSSI ADDmONAL COMMENTS POWYS INSTALLER POWTS MAINTAIN Name ,v Name lGi✓ Phone ,, Z -- � Phone s= Z YX C /f^ ,6 SEPTAGE SERVICING OPERATOR PUMP LOCAL REGULATORY AUTHORITY Name Agency �T • /�8 1 �/1 Phone Phone / .3 6 0 This eras &s ted by the stays of the Green Ldm6 Mw*wa and Wa mmm County zmft and Sart>fedort gprdes. lids downwM meets the minimum gequkwn9nft of dL Comm 8 3 - ?XMX1XdWQ and 83 -5400 M d. (3). waoonsw Amine Code. the of Oft docu n clues not guarantee the poformmm of the POWTS. GMW (210t) Wisconsin Department of Commerce SOIL EVALUATION REPORT Page of Division of Safety and Buildings in accordance with Comm 85, Wis. Adm. Code � County EIV ED Attach complete site plan on paper not less than 81/2 x 11 inches in size. Plan must 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. Please print all information. Reviewed by ate Personal information you provide may be used for secondary purposes (Privacy Law, s. 15.04 (1) (m)). 1 ! N T - Y I r L T. CROIX C Property Owner Property Location Z Govt. Lot �` 1/4 1/4 S TpC N R E (or Property Owners M iling Addre Lot # Block # Subd. Name or CSM# 1/37 �IJ City State p Code Phone Num ❑ City ❑ Village ZTown / N / earest R d New Construction Use:0 Residential / Number of bedrooms —�_ Code derive design flow rate 7s GPD ❑ Replacement ,❑ Public or commercial - Describe: Parent material Flood Plain elevation if applicable ft. General comments and recommendations: Boring # ❑ Boring , V F Tl Pit Ground surface elev. ft. Depth to limiting factor ---in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPDM in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. `Eff#1 `Eff#2 ® Boring # ❑ Boring pit Ground surface elev. _ ft. Depth to limiting factor in. Appl ication 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 > 150 mgA. ` Effluent #2 = BOD < 30 mg/L and TSS < 30 mg/L CST (Please 7 2 Signature CST Number Address Date Evaluation Conducted Telephone Number I Property Owner _ Parcel ID # Page of D Boring # ram Boring YJ Pit Ground surface elev. J 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 `Eff#2 +7 Q Boring # ❑ Boring ❑ Pit Ground surface elev. ft. Depth to limiting factor in. Soil lication Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPDAf in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. `Eff#1 `Eff#2 Boring Bodng # Ground surface elev. ft. Depth to limiting factor in. El Pit 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 Effluent #1 = BOD > 30 < 220 mg/L and TSS >30 < 150 mg/_ ' Effluent #2 = BOD < 30 mgA_ 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 Qt.eroo) Soil Test Plot Plan Project Name Steve Webber Shaun B' Address 3138 144th Ave NE" Ham Lake Mn 55304 CSIM #226900 Lot Subdivision ------- Date 5/16/02 NE 1/4 NE 1/4S 10 T 28 N /1319 W Township Troy Boring () Well PL Property Line County ST. CROIX BM or VRP Assume Elevation 100 ft. Top of 2" Pipe (,gw# System Elevation 101.1 *HRPSame as Benchmark Alt. BM Base of 2" Pipe @ 98.2 425' Property Line Pro 5 Coulee Trail Bedroom House a� 50 99 , 98' B- 8% 100' o 25' Slope Alt 101' M. 60 B.M. ' 60' 0' B -3 -2 200' 535' Property Line Wisconsin Department of Commerce SOIL EVALUATION REPORT Page of Division of Safety and Buildings in accordance with Comm 85, Wis. Adm. Code EIV ED county Attach complete site plan on paper not less than 81/2 x 11 inches in size. Plan must `� ' 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. Please print all information. Reviewed by ate Personal information you provide may be used for secondary purposes (Privacy Law_. s. 15.04 (1) (m)). $T. CROI X C NTY Property owner Property Location Z Govt. Lot 1/4/f/— 1/4 S , TpC N R E (or rW Property Owner's sling Addre Lot # Block # I Subd. Name or CSM# City State p Code Phone Number O City ❑ Yllage ZTown Nearest R d N New Construction s : Residential Code deriv des' n flow rate U e es dential / Number of bedrooms l9 - ZSC GPD ❑ Replacement / �El Public or commercial - Describe: ----- - - - -_- ----- __ -. -- — G Parent material Flood Plain elevation if applicable , A61 R. General comments and recommendations: C� FT Ong # Boring ' I ,� 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/fF in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 - Eff#2 Boring # ❑ Boring ® Pit Ground surface elev. ft. Depth to limiting factor in. Soil ication Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPDM in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 `Eff#2 Effluent #1 = BOD > 30 < 220 mg/L and TSS > 150 mg& ' Effluent #2 = BOD < 30 mg/L and TSS < 30 mg/L CST (Please !r Signature J i Number Address Date Evaluation Conducted Telephone Number k- Property Owner Parcel ID # Page of 1-31 Boring # Boring Pit Ground surface elev. 100 1 / ft. Depth to limiting factor in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Stricture Consistence Boundary Roots GPD/fF in. Munsell Ou. Sz. Cont. Color_ Gr. Sz. Sh. 'Ef1#1 'Eff#2 -------------- F-1 Boring # ❑ Boring ❑ pit Ground surface elev. ft. Depth to limiting factor in. Soil ication Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPDM in. Munsel Ou. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 'Eff#2 ❑ wing # ° Boring ❑ Pit Ground surface elev. ft. Depth to limiting factor in. S ication Rate Horizon Depth Dominant Color Redox Description- Texture Structure Consistence Boundary Roots GPD/ff in. Munseil Ou. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 'Eff#2 Effluent #1 = BOD, > 30 < 220 mg/L and TSS >30 < 150 mgA_ ' Effluent #2 = BOD < 30 mgA- 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. SOD-9330 (R.6(00) ` ST CROIX COUNTY SEPTIC TANK MAHNTENANCE AGREEMENT AND OWNERSHIP CERTIFICATION FORM Owner/Buyer Wilin g Address property Address - (Verification required from Planning Department for new construction) City/State Parcel Identification Number LOC=AL DESCRIPTION W � r��r f , R , Town of Property Locafion L v /a, Y" /a, See. T O Lot # Subdivision Certified Snrvey Map # �6 # ��S" 3 Volume Page Deed # � 5�� Volume 1 . Page # Warranty D � � ' Spec house D y dentifiabl O no ✓4- Lot lines i SYSTEM �NANCE could result in its prematurefailure to handle wastes. Proper maintenance consists vuproper use and maintenanceof your septic system a licensed '• What you put into the system of pumping out the septic tank every three years or sooner, if needed by can affect the function of the septic tank as a treatment stage in the waste disposal systm a certification form, signed by the owner and by a The properly owner agrees to sabmit to St. Croix Zoning Department that (1) the on -site wastewaterd�P°� plumber, journcymanplumber, restnctedplumber or a ticensedpumper V=fyin8 system is m proper operating condition and/or (2) after inspection and pumping (if necemay), the septic tank is less than 1/3 full of sludge. to maintain the private sewage disposal system with the standards Uwe, the undersigned have read the above requirements and agree � of Natural Resources, State of �f tisconsin- Certification set fah, as set by the Department of Commerce and the Department mnc County Zoning Office within 30 sAtatimag that tic system has been maintained must be completed and returned to the St. C days of tlye year expiration date. DATE TUBE OF APPLICANT Z IFICATION ownes(s) of if y that all statements on this form are true to the best of my (our) knowledge. I (we) am (are) ed above, by virtue of a warranty deed recorded in Register of Deeds Office. / DATE APPLICANT * * * *** Any information that is mis- represented may result in the sanitary permit being revoked by the Zoning Department. ** 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 11 U- 19 7 0 P 2 7 8 689555 KATHLEEN H. WALSH Document Number WARRANTY DEED REGISTER OF DEEDS RECEIVED FOR RECORD This Deed, made between Leonard J. DesLauriers and 09 -06 -2002 1:00 PH Margaret A. DesLauriers, husband and wife, Grantors, and Steven T. Weber and Karen L. DesLauriers- Weber, husband and wife as WARRANTY DEED survivorship marital property, Grantees. EXERT # 8 Grantors, for a valuable consideration, convey to Grantees, REC FEE: 11.00 the following described real estate in St. Croix County, State of TRANS FEE: COPY FEE: Wisconsin (the "Property"): CERT COPY FEE: PAGES: 1 of Two of Certified Survey Map recorded on July 9, 2002, in Volume 16 , P age 4332 as Document No. 683753 Register of Deeds' office, St. Croix County, Visconsin. Loca ed in the NEIK of Recording Area the NE% and the SE'/ of the NE% of Section 10, the NW% of the Name and Return Address NW% and the SW% of the NW% of Section 11, all in Township 28 - North, Range 19 West, Town of Troy. 040 - 1047 -70 -000 (Parcel Identification Number) This is not homestead property. Together with all appurtenant rights, title and interests. Grantors warrant that the title to the Property is good, indefeasible in fee simple and free and clear of encumbrances except: easements, covenants, restrictions, and rights of way of record, if any; and will warrant and defend the same. 0. Dated this � day of dli, 1 2002. " (SEAL) ,, 'h:�+s,u.�,.K.,. (SEAL) Leonard J. DesLauriers (SEAL) tnat �is,��u.. .. (SEAL) '' a aret A. DesLauriers ACKNOWLEDGMENT AUTHENTICATION STATE OF WISCONSIN Signature(s) ST. CROIX COUNTY Personally came before me this Q day of 2002, the above named Leonard J. DesLauriers a M4a re authenticated this day of 2002. A. DesLauriers to me known to be the persons w executed t foregoing instru ent nd ac nowledge the same. Signature U R i . T Type or print name , Notary Public, a �. My commission expires L2 -n14- S .:, u TITLE: MEMBER STATE BAR OF WISCONSIN (if not ; r. \ authorized by §706.06, Wis. Stats.) Z'Q� "Names of persons signing in any capacity should t typed�}Q THIS INSTRUMENT WAS DRAFTED BY printed below their signatures. C. L. Gaylord Attorney at Law P. O. Box 46 River Falls, WI 54022 (Signatures may be authenticated or acknowledged. Both are not necessary.) INFORMATION PROFESSIONALS COMPANY FOND DU LAC, WISCONSIN 800655.2021 683753 VOL 16 PAGE 4332 KATHLEEN H. MALSH REGISTER OF DEEDS ST- CROIX CO., WI RECEIVED FOR RECORD 07 -09 -2002 3:30 PM CERTIFIED SURVEY MAP REC FEE: 13.00 CERTIFIED SURVEY MAP COPY FEE: 3.00 Leonard and Margaret DesLauriers PAGES 2 Located in the Northeast 1/4 of the Northeast 1/4 and the Southeast 1/4 of the Northeast 1/4 of Section 10, the Northwest 1/4 of the Northwest 1/4 and the Southwest 1/4 of the Northwest 1/4 of Section 11, all in T 28 N, R 19 W, Town of Troy, St. Croix County, Wisconsin APPROVED ST. CROIX COUNTY Plannina Zonino and Parks Committee JUL 0 9 2002 If not recorded within 30 days of LEGEND approval date approval shalt be CI lndictltes t "O.D. x 18' Iron Pipe Set null and void (Min. WL -1.13 IbsAn. IL) Section Comer Monument OWNERS ADDRESS 0 (as noted) 706 Coulee Trail Hudson, WL 54016 NORTHEASTCORNER A Indioates Soil Boring SEWON10,T28N,R19W 3 (NORTHWEST CORNER SECTION 11) O FOUND BERNTSEN ALUMINUM MONUMENT ao UNPLATTED ' LAND5 4 " � T-510.00 N N 88 °36'42" E 246.17 N 88 °3642" E 263.81' LOT E Z; b 1 5.642 ACRES OR 245 761 SQ. FT. z I v w r ( . R/W) S M- 3 i & .241 A (EX R 8,306 SQ. FT. _ C pp� � e R//4WV)) i •7 Scale In Feet 1" =150 o 1m 50 6 150 of section 10, assumed to b aft 01 318- WINE i/4 z I e v 1145 ti ; -- 7 I IS6 lcr>x lz' c o, s 6 X69 SOUTH LN&NE I A-NE 1/4 SEC. 10 O N 74 , I N7q 7g�?- k' 4 . y E And Easement Eg ress for per (NORTH LIN&SF.1 /4NE 1!4 SEC. 10) `'\ 31 276 4 I '� 3 Vo Page yQ7 U `\ (Doc. 2 330 /Og�J7~Jy ) �3 h �00000croo )1T 6G Q � �� s ° °MS �� � UAR •`��S ° LAUREN 6 EAST ° SECION10,,T21N,R 9W - Mu� e * ° S 713 3 . # (WEST QUARTER CORNER SECTION 11) IV FOUND BERNTSENALLNENUMMONUM6NT o O FALLS. 1�c� �\ ITATED: Apri126, 2002 REVISED: May 9, 2002 This Instrument Drafted by Mark W. Peavey Vol. 16 Page 4332 SHEET 1 OF 2 33 G 3 SEPTIC TANK E PUMP CHAMBER CROSS SECTION AND SPECIFICATIONS 4" Cl VENT PIPE 12" MIN. ABOVE GRADE 6 WEATHERPROOF 25' FROM DOOR, WINDOW OR JUNCTION BOX APPROVED FRESH AIR INTAKE WITH CONDUIT MANHOLE COVER W / PAD LOC K S FINISHED GRADE WARNING LABEL K.a. 4" MIN . sy" 18" I N . 4 C • z. ntE Mew. �e INLET 1' WATER TIGHT SEALS GAS- ' T TIGHT o NIPPROVED A SEAL ' JOINTS WITH FILTER ALM APPROVED PIPE APPROVED B ' ON 3' ONTO PIPE 3 "'I' SOLID SOIL SOIL , ONTO PUMP OFF ELEV .� ' - FT. OFF D 3 APPROVED BEDDING UNDER TANK NCRETE PAD SPECIFICATIONS G�� �✓/ SEPTIC / DOSE NUMBER DOSES PER DAY: TANK MANUFACTURER: TANK SIZES SEPTIC t GAL. DOSE VOLUME INCLUDING DOSE FLOWBACK: GAL. ALARM MANUFACTURER: G 0 �` . CAPACITIES. A /� S INCHES = GAL. MODEL NUMBER: B = 2 INCHES =GAL. SWITCH TYPE: C n INCHES = /y �„ ' GAL. PUMP MANUFACTURER: w /�. MODEL NUMBER: ` / D INCHES G SWITCH TYPE: 1i" e.r REQUIRED DISCHARGE RATE GPM PUMP E ALARM WIRING AS PER ILHR 16.23 WAC VERTICAL DIFFERENCE BETWEEN PUMP OFF AND DISTRIBUTION PIPE. FEET FEET MINIMUM NETWORK SUPPLY PR SSURE . . . . • • • . ` FEET + Q FEET FORCEMAIN X �FT!100 FT. = FEET O s� DTH .J DIAMETER INTERNAL DIMENSIONS F PUMP TANK: LIQUID� -- . SIGNED: _. -- LICENSE NUMBER �© DATE: 1/88 PLOT PLAN PROJECT Steve Weber ADDRESS 3138 144th Ave NE Ham Lake Mn 55304 NE 1/4 NE 1 /4S 10 /T N/R 19 W TOWN Troy COUNTY ST. CROIX MPRS Shaun Bird 226900 DATE 10/12/02 BEDROOM 5 CONVENTIONAL 65 �11_GRAIHII CONVENTIONAL LIFT HOLDING TANK MOUND XXX SEPTIC TANK SIZE 1600 LIFT TANK SIZE DOSE TANK SIZE 854 HOLDING TANK SIZE LOAD RATE 1.0 ABSORPTION AREA 750 # of chambers none IL BENCHMARK V.R.P. Top of 2" Pipe ASSUME ELEVATION 100' Filter Zabel A -100 ❑ BOREHOLE O WELL *H.R.p. NE Corner of Property SYSTEM ELEVATION 101.1' 425' Property Line Huffcutt Pro 5 Combo Tank Tanks are to be Bedroom properly bedded House and provided with lockdown covers with approved Coulee warning labels Trail Well is to Force Main 515' meet all �— Property setbacks Line found in Area 15' Below Comm. 83 System is to remain undisturbed 8% B 1 Slope B.M. B -2 98' B -3 99 Grading is to be done to divert run- 100' 200' off away from 101, system -111110- Scale= 1/4"= 10' 535' Property Line HE M HEAD CAPACITY CURVE EFFLUENT ' \■■■■ I ®m�m�m�m�m�m�mm�m�o�o�m�m�m�m� ®mmm ®mom ® ®� ®mmmmm ®m ®mmommm ®� ®� ■■■■ ���mmmmmm0 ®0mmmm ®mmm ®mmomm�a�� ®� ' ■\ ■ ■ ■i���i�i ® ®m0�o ®mom ® ® ®��o ®® ■■■■ ■��mmmmmmmmomm ®mm ®mm®mmom ®m ®m ®m �mmmmm mmmmmmm®®mmmmmmm mm mM ®m MMM ' ■■■■■ Im�� ■mmmm■�imm�■mm0mmm ® ®mmmmmmmIm ■ mm M E= mmmmmmmmmmm ® ®m ®mmmmmmm ®m ■■ \ ■Immmmmmmmmmmmmmmm ®mom ®mmmmmmm MIX Li ■ I■ a�� ■mmmmmmmmmmmmmmmmmmmmmmmmmman �mmmmmmmmmmmmmmmmmmmm ®� ©omm ®m ,. ■ \ ,� m ■ \I�mmmmmmmmmmmmmmmmm.mm mmmmo® �mma�■mmmm�■m m mmmmmmmmmo mmmmom . \■\\ I\ I�■ �mmmmmmm�■m ■mmmmmmmmmm■ ' . ►` ■� \III�NNN ®� ® m ®� ®gy ® \s\ ■1 N! l■■■■E ■MEMO NONE _ , \10 01 1111104 \\0 0 M ■ ■E■■ less than 30 feet TDH. • Ca �►�11�1 ■►�E ■ ■ ■ ■■ . . . .... . . . MENEM W- 1 4111111111111 0 No . � ■ME \_� 11 \ !� \_ \ ■E� ■FEED .��.��.��•� ■EOM 94aQR,"S OEE ■ ■ ■ ■ ■E ■M No ■NWWN I N 1969lKMIl ■ ■N ■■ M HEAD CAPACITY CURVE SEWAGE NONE M NONE 0 1 ==BOB MEMO 0 — — -- - - - - -- ■■■ ■■■ ■■ ■■rte � 0 ■NM \■N►\EOt�� MEMN � o� E E � ■■ ■ ■■■ � ■Emmet® \� \DON \ \ ■►t._��______r . \ ■a► \■■ ► % \` \E ■M ■ ■O mom ■■ ■ \� \NON ONN\\ ■■ ■O mom OO No M a mom Model 293/4293 should not be subjected to less than Uh IN 15 feet TDH. 21 =NO MS E- ■ ®R MEMO No mom O ■ ■It ■ ■ ■ ■N ■ ■ON ■ ■NM■