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HomeMy WebLinkAbout008-1027-70-100Wisconsin Department of Commerce PRIVATE SE1lVAGE SYSTEM Safety and Building Division INSPECTION REPORT GENERAL INFORMATION (ATTACHsT,O PERMIT) 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 Wamstad, Terr & Tammi Eau Galle Townshi CST BM Elev: Insp. BM Elev: Z i BM Description: ~ ~3 I i l, g 1Z l~g TANK INFORMATION TYPE MANUFACTURER CAPACITY Septic ~~ Dosing / l.9 Aeration 1 ~'~ l"1 Holding /~ / TANK SETBACK INFORMATION TANK TO P/L WELL BLDG. Vent to Air Intake ROAD Septic z /d ~ ~ Z'S ~ '~ Z~ ~ ~ ~ ~v Dosing Zia ~ 7LS ~ ' ~ Aeration Holding PUMP/SIPHON INFORMATION Manufacturer ~ Demand GPM Model Number ~~ x ~ I I TDH Lift `Dq FrictionFriction Loss • System ead TDF1_ ' ~Ft "t Forcemain Leng~ ~/ Dia. Z ii Dist. to well / SOIL ABSORPTION SYSTEM \-'I x ~ c (..S< ELEVATION DATA County: St. CroiX Sanitary Permit No: 430687 0 State Plan ID No: Parcel Tax No: 008-1027-70-100 Section/Town/Range/Map No: 10.28.16.140A40 STATION BS HI FS ELEV. Benchmark ~r ~ Z, 1 1 ( ~ i! Z'~,Z l l Z J~$ Alt. BM ~~.~ ~o~c ~ `~ / /z3 .y ~ Bldg. Sewer , / SUHt Inlet ,~+ ,lO 1/I/ • cil Z 7`i SUHt Outlet ~ 9S Z q ~~~ ~ I Dt Inlet ~,/~ , ~!~ 1 Z.g ! Dt Bottom ~ ~ ~~ / 5 Header/Man. 3 .~ I ~! Z~ • / to Dist. Pipe ~ ~ Bot. System '~. 3 ~/l~~ Final Grade Z • 4Ll rrzi . ~ St Cover 7 ~ n \ BED/TRENCH DIMENSIONS Width j ~ Length ~ ~ No, Of Trenches ~ PIT DI ELVI NSIONS ~~ No. f Pits Inside Dia. Liq ' epth SETBACK SYSTEM TO P/L BLDG WELL LAKE/STREAM LEACHING Manufactur INFORMATION CHAMBER OR /~iL Type Of System: ~ ~~ ~ / ~ ~ ~ ~ A / ^ UNIT Model Number: ~L DISTRIBUTION SYSTEM Header/Manifold // J Length ' S Dia Z Distribution \ Pipe(s) `\ Length \ Dia ` Spacing x Hol Size x Hole Spacing Vent to Air Intake SOIL COVER x Pressure Systems Only xx Mound Or At-Grade Systems Onlv Depth Over Bed/Trench Center r Depth Over Bed/Trench Edg xx Dep of Topsoil xx Seeded/Sodded ~ ~ ~ xx Mulched ~ N ~ 5 e Yes ~ No Yes o COMMENTS: (Include code discrepencies, persons present, etc.) Inspection #1: ~ /~ /~ / Location: 456 250th Street Woodvi~le,~W7I 54028 (SE 1/4 NE 1/4 10 T28N R16W) NA Lot 3 1.) Alt BM Description = ~QTci-~- ~" `oe~ 3 ~~~o~ GW~:A-6 ~ ~`-~ 2.) Bldg sewer length = L,~ ' - amount of cover = ~ 7 Plan revision Required? Yes No ~j I ~\ Ji Use other side for additional information. I 0 1 `'~ SBD-6710 (R.3/97) Date Inspection #2: ~ / 5 /6 7 Parcel No: 10.28.16.140A40 b~-~y Cert. No. ~•- • D( A1~'11 Safety and Buildings Division Cosh' ``,, e ' '© X 201 W. Washington Ave., P.O. Box 7082 ~ C . ~ I isconsin Madison, wT 53707- 7082 Sanitary Permit Number (to be filled in by Co.) Department of Commerce (608)261-6546 ~~~ Sanitary Permit Ap ~ ~ State Plan LD. Number In accord with Comm 83.21, Wis. Adm. Code, perso al infot~~eti~p~~i~~ maybe used for secondary purposes Privacy w, s15.04(I xm) Project Address (if different than mailing address) I. Application Information-PleasePrintAllInformatio ~~g j 2D04 ,~ (~ ZS ~` ,~ S O- ~<c PropeRy Owner's Name _ % 3 ST. CROIX COUNTY Parcel # Lot # Block # ~ •~lr' ~ ~amM ~ Q~ S ZONING OFFICE ~G _ _ Prop erty er's Mailing Address Property Location '/~O~ d d ~7 W ~ G~IY! ~ /` ~t~e 1~~y. ~ ~ '/. Section ~~ City, Sta te Zip Code Phone Number , , ` -/ CA' L~/~h G(~ /. S~i~ 7/ S ' JrQ~' ~P ~0 p~ T ZO N; it I~'~[ W e) I I . Type of Building (check all that apply) - , .! !7 1 or 2 Family Dwelling - Number of Bedrooms ~ CSM Number ^ PublidCommeroial-Describe Use '/~Q ~/ C5 v°' • ~ • T ~~~ ~ 7Z'~ ^ State Owned - Descnlre Use ~~, cQY~N,Q/ W/ ~7 (HL~~(~ ..~ e ^City_^Village ownship of GQ.Gt III. Type of Permit: (Check only one box on line A. Complete line B if applicable) A. 8'F1ew System ^ Replacement System g ep y ^ TreatmenUHoldin Tank R lacement Onl ^ Other Modification to Existin S tem g ys B• ^ Permit Renewal ^ Permit Revision ^ Change of ^ Permit Transfer to New Iast Previous Permit Number and Date Issued Before Expiration Plumber Owner IV. T e of POWTS S stem: Check all that a 1 $~ ~,o J 'ot''fa ®'~n -Pressurized In-Ground ^ Mound > 24 in. of suitable soil ^ Mound < 24 in. of suitable soil ^ At-Grade ^ Single Pass Sand Filter ^ Constructed Wetland ^ Pressurized In-Ground ^ Holding Tank ^ Peat Filter ^ Aerobic Treatment Unit ^ Recirculating Sand Filter ^ Recirculating Synthetic Media Filter chin Chamber ^ Drip Line ^ Gravel-less Pipe ^ Other (explain) V. Dis ersal/Treat ent Area Information: 6toso.3 =,2,tdOd 3).l GrZ•s,.~ sGf~: 3/ Sf<+.nd~~ /~"do A/ us;/ tti?C.~; CAo~.n erS Design Flow (gpd) Desi oil Application Rate(gpdst) ~ Dispersal Area Required (sf) Dispersal Area Proposed (sf) System Ele on ~ Gb .. d . 0.30 ds : ' x ~ S.p /~~. ~~ s E,~ /~ ~~ VI. Tank n o Capacity in Gallons Total Gallons Number of Units Manufacturer ~ ~~ /~ ~~ Prcfab Concrctc Site Constructed Steel Fibcr Glass Plastic New Tanks Existing Tanks ~ ~~~ Septic w Holding Tank S /,SGIr) l (.C>iCSer eoYlcrt~ Aerobic Treatment Unit Dosing Chamber /~ ~~~ ~ („JI'C 5 t-/' C.O~1 ~-' ~~ v VII. Responsibility Statement- I, the undersigned, assume responsibility for installation of the POWTS shown on the attached plans. Plumber's Name/(Print) P 's Signature MP/MPRS N~u7mbcr Sg B~usinerss PhoneQNumber dyJ t y, State, Zip Code) ///~ Plumber~'sJAddr/e/J~ss (Street, Ci / ~ ~I ///~~~~~~11T II/"~~_ VII Coun /De artment Use Onl Approved ^ Disapproved Sanitary Permit Fee S ,includes Groundwater Surchazge Fee) ft '~ r/~ t~ Date issued Z~ suingg Ag~ re~mps) ^ Owner Given Reason for Denial • "`fff"'~~~ OL.~ (/ .3 O u I.Y. Conditions of ApprovalJReasons for Disapproval ~O.r- (~y).l ~.(~ /t'ltrll/JD iQ~'LR~~ M~-7lfT - STEM OWNE na a~l'~l i~J b~-'-~+t''~~~~ w'i't'" gE Q~Qv~~'~ ~ t filt k ffl ti t er a 1 a , e uen an c dispersal cell must all be serviced /maintained tF'~1S' A-R~ is N~--~R~RY~'D ~ (SE~,a~// as per management Ian provided by plumber. --,,,~ yr,. ~a •SZ _ must be marntamed /~ ' ir nt C tb k 2 U~ K ~~D~~ -~'°`~J~/Ka ac requ eme s . se - 7 ~o~dT ~15C ~ ~ as per applicable code/ordinances. , ~D~~ ~m ~ . yyti4y QYl~~Z t.Q~ `7fl'NIG~S C >rr. n~l - 3 f d ~Tj}'L ~ ~J S ~y~ i'IZ3 ttaeh complete plans (to the County only) for the system on paper wr yess rwaw oua :., ...~..~r.~. ~ ,~,r ~ , f Sys-~/N~ Sl 'ZLd ~Q l~ !/LL lL ~S/ V °L ~d I ~.S rev c~ rr i,~ ~`-~~ SBD-6398 (R. 08/02) Top s F wooden Pao posa.d tl6ecr~oorr~ /'a 5 idt nct -Propos<..d c,,9c.~1 e Qenc.hi ar.(~; T~oof'(,ck~k~lcn ,! "sue. sop /. c. bk,ld • ser,~,~ ` -1 ~ ~ ~ ~ , ~w6e-hS _ e `a ~~~ '~ ~ Pro p~sc ~l ~ ~-,-~e~~ y ~\ ~opo5cd'v ft7oo/Sqp !nQ Cep. '6~"(~vi Q ~ /--'-sT/P~ as 3-r, w/~,,bc~,e-~ ~ ~ 1 Q~F'/u~~'ClEeraEeat .~ :~Proposedwcpl i ~ ~ Pro~oscd ~~ ~ ~a.aJc ~ e I i~ i ~~a ~W V ~ r°~ ~ ~ ~~ ~ ~ 1 ~ --. o~ ~~~ ~ ~ P ~ ,y O- : %o ~" v(~' r ~ 2 ~~ 13 ~ ~~ ~ ~~ °I ~p .~ ~ \ r 1 i t, ~ ~ i ~ ~i3~-'Sa/Ce//COnSiSL°rri, OE' /,r ~~.t~c,.o~~s at ayNt~o~.zs~r /eack:n~ Ch c.n6t,~Y~sr+Ertnc%,. l ,~ ~~ SOi~ Q/Q/GQ'fio.~ p:~ ,Sca/e: /'~ 30 ~SO`~ erect a ri M \ m \` 1 f. 8 ~ i~13,o~ I l.~.1.0' Contoul To p a Q wooden hob. El~,~ = /l1s~57: Pro posed ~ b2clr'oorr~ Pt 5 rc~e net ~P~opose.d ~,at,~l e Qenc.h ar,l~: T/oo~'l~cr~ • e~ = i/zs~ 5/,, ~0.~.~7 '~~ ~ ~s~. SHOP, d. ~. bccr~yd,,~Sewcr -Eo be i o s c a g .e.J~ ~~ cor.-ri. 8s .3oG J(am) z . `. _ P~o~sc d ~ Y ~ PPoposcd'v /voo/Sqp !xQ CoM ~'vn ~ sr/P~ as S:f w/¢f,,be/,4-~ 4~ ~ ~-Qom'/u~nf.~'ClEcraboaE ' Pre posed wt. p / ° ^ ~~~,~~ .' i ~ ~ ~ ~ Pro~cscd ~ .~aiagt ~ o d ~ o 1 1 • I ~~~ i ~~ a 1 V ~°~ ~ '~ ~ n by ~'`~. ~ ~\ ~ \~ ~~.~ ~ ~ 3 ~ ~ \ 4 4 ('r~\~ P4^ 1 ~ c~ ~\~ P .yh, h l %D ^ ~ ~c'~' ~ Bz F~i3 ~ r p1 .// ~ ~ t o ~ \ ~Q i i 1 ~ !~lSPerSa/ Ce//COns~Sf~'riJ oF' / F cc/'.~/'enc~~s at 3f/".~'/04.zs~ J/ k5:n~ /7 Sfanda~d i/°bia-D~~ • /eaclr;n~ CJr a.n6e.~~srf~cnc/i,• l ~ ~~ ^ sai~ Q/Q/GQt~io~ p:~ ;/„ I tl 1 SO `~ erect a r; ~ M m 1 I $ ~ 11.0, I /.Z,7.. o' ('y,~tou/ Dose Tank Infon~nation Locking cover with roaming label and locking device and sealed watertight Electrical as per NEC 300 and --- Comm 16.28 WAC ~ 4 in. min. Disconnect „~~ y Tank component is properly vented ~ ':' F- ARemate outlet location Wieser Combination Ca acity 1001.88 Volume 27.83 Manufacturer Gallons gaUinch ~- A B C D Forcemain diameter ~ 2 in. Dimension Inches Gallons A 17.66 491.61 B 2.00 55.66 C 4.34 120.65 D 12.00 333.96 Total 36.00 1001.88 3" Bedding Alarm Manuafacturer LevelArm ~ ~~ Alarm Model Number DLV _ _~____ ~- Pump Manufacturer Goulds -^~ Pump Model Number 3871 - EP04 Pump Must Deliver 48•ao gpm at 8. s3 ft TDH Weep hole oranti- siphon device P~ ump off elevation (ft) 86.00 D~elevation (ft) 85.00 Project: Tent' & Tammi Wamstad 4 bedroom dose-conventional POWTS Wamstad 4 bedroom Dose Conventional Pump Chamber Calculations Force Main Diameter 2" Length 25' Flow rate 45.00 gal.lmin. Friction loss 1.028' (25')(4.1 lft./100ft.) = 0.825 ft. 2. Total dynamic head: Min. supply pressure 0.00' Vertical lift 7.50' friction loss 1.03' Total dynamic head = 8.53' 3. Pump selection: Manufacturer: Goulds Model number: 3871 EP04 Pump will discharge approx. 48.0 gpm @ 8.53' TDH 4. Dose chamber: Manufacturer & capacity: Wieser WLP 1000 - MR liquid depth: 36.00" (a~ 27.83 gal./inch (1001.88 gal. actual) Sizing: A) One day holding capacity: 17.66" = 491.61ga1. B) Alarm setting: 2.00" = 55.66 gal. C) Dose volume + flow back: 4.34" = 120.65 gal. (600ga1.)(20% Design flow) +(.164)(25') = 124.10 gal. Max. dose D) Reserve storage: 12.00" = 333.96 TOTAL 36.0" = 1001.88 gal. -~;:.- ~,~ -- i. Pump Specifications 'h H P Up to 40 GPM Discharge size 1Ya"NPT Sollds.'re maximum Motor Single phase: 115V Materials of Construction Brass/thermoplastic Features and Benefits Top suction eliminates impeller clogging. Corrosion resistant construction. • Float actuated switch. I I 8.53 7. D. ,TE.ES FEE, MODEL DVP03 ~~ C ~' z G _ ~ lU 15 20 25 30 35 40 U.S.GPM o z a s a to m3mr CAPACITY METERS FEET to 9 30 8 ~5 ~- 0 6 20 U 5 ~ ,~ a 2 3 0 3 - 10. 2 5 0 00 l o o z --a urn d~sc.l,a~ Pump Specifications °/~~ and'/~ HP Up to 60 GPM Maximum head to 32' Discharge size 1'/z` NPT Solids:'/~" maximum Motor All motors feature ball bearing construction. Single phase: 115V Materials of Construction Cast iron Thermoplastic Stainless steel MODEL: 3871 20 30 ~~0 50 VS GFid 6 E 70 I: nr In Features and Benefits • EP04 impeller- semi-open ries:gn with pump out vanes ro protect mechanical seal. • EP05 impeller -enclosed dasig~r for improved performance. • Rugged glass-filled thermoplastic casing and base design provides superior strength and corrosion resistance. • Cast iron motor housing for efficient heat transfer. strenytu. and durability. •Corrosion resistant threaded stainless steel shaft. •Available for automatic ana manual operation. • CSA listed models a~~ailable All Models are designed for continuous operation and feature stainless steel hardware. ,a Wisconsin Department of Commerce Division of Safety and Buildings SOIL EVALUATION REPORT Page ~_ of ~~ to accoroance wren Comm tsa, wis. Nam. uoae County ~, i Cr Plan must 81/2 11 i in size h t l th . o >L . x nc es ess an Attach complete site plan on paper no include, but not limited to: vertical and horizontal reference point (BM), dire and ce to arest road. ~' percent slope, scale or dimensions, north arrow pares I.D. Q~ ~ - ~..7- 70--/(,~ ~~, CC r~ Please print a infoPl~M~d~ R Date Personal InfonnaGon you provide may be used for condary purposes (Privacy w, a. 1 04 (1) (m)). ( C~ j~j(/j/y~ / 1J O Properly Owner AU Pro rly Location ~ ~ r /~ ~ ~`D TE~R~c. Wa K~-~a d ANT Go Lot 5 r~2 ~ A/E 1/4 S ~d T a8 N R iCa E (or PropertyOwnet'sMailingAddress ZONING OFFICE Block# SM# Subd. Name or/C !!// ' /- ' / City State Zip Code Phone Number ~ i ^ Vllage ^ Town Nearest Road ~jatdw'~~ ~•/= 5'FooZ. (~fS) 503-lo57a Eak ~0.~leTow~3h- 0?50~ 5~. ~ New Construction Use: ~ Residential /Number of bedrooms ~ Code derived design flow rate ~ GPD ^ Replacement ^ Public or commeraal • Descxibe: ~ ~ Parent material ___._ Flood Plain elevation if applicable p~,~G~ ~ ~ General comments Pao P o s c..Cl S S"f ~ ~"~ ~ Ca n Vtvt ~ ~ o ++ ~ ~ e.'f rve.-t~+~ `3. y t S~ G~ / I "~'' and recommendations: ~~-P C0.c..~ ~~~ ,. ~o K ~ b,c,-E w.c..c ,.. (~ 3 , 5', f (~ ~ ~/ ~~'~' Syr C-k'.~t.(~ ~.~lC G~ r~v~;~ ~'~.f yo 5 ~wuh-~ / -ya t~kG;c'~'~1'v~`' (~ s, 5 S~N~- . ^ Boring ~./ ~-W.rr "..,. -„ Boring # ®Pit Ground surface elev. 1 12'L • (. ft. Depth to limiting factor ~ ~ I in. ' 'Soli A lication 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 f e -1 n /O ye ~z -Q I ~ r ~5 a 5 ~.~' . `/ . ~ 2 io---'I Iv `/2113 S'.Q ~ ~' r 5'/Z 0.S a~ . 5 3 iii-19 /oyrz~{/3 X am5bl~ c~Sh CS I~ .s .$ ~{ r 9 - Z7 / v y`2i ~ /t~ r S v _ 5 --- C I l ~ . ? ! • 2 5 ZZ-3Z r~/~e~/3 sL~ / rt Ssk' n-tF'r Cd ~~ ~Y • /p 6 3'L-7y to y2 b/~ S ~ - r( --- ~.~' . 7 / . 2~ Z' ^ Boring i/-~/77u'T7~ Iryrp~v,~nr~vm~~~-~~. Boring # U ~ pit Ground surface elev. 11'Ll • 5 ft. Depth to limiting factor 3 I in. Soil liption Rate H ri th D D i t C l Redox Descri tion Texture Structure Consistence Boundary Roots GP D/ff o zon ep in. om nan o or Munsell p Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 'Eff#2 Z f o -Z I /o y'~z/Z S' ~' / ~ 5/h~c ~-rl fi'r' S I-~' . 2 . 3 3 Ll - 3 l to Y~ ~J13 ._.~- 5 i ~ m Sb wi ~•~ ~ w I-~` . s . ~ y 3 (-~Iz ro Yrz 13 !v yle ~ ~= ~--~ S•. e o~ c4 sb r~ ~' ~`' 1 ~ - - 5'~ ~Iz-~.7 'r rariz'~~`1 - >,-s.~ Q r'~ ~ / F~ l-~e ' Effluent #1 = BOD > 30 < 220 mg/L and TSS >30 < 150 mg/l. - tmuen>;;~~ = tsvu ~ ou ~~~y~~ a, ~~ ~ ~~ - ~~ ~~~~~ CST Name (Please Print) ignatur CST Number l"1arz,t 1 v+r its orJ y(~ [, 7 Z Address CEUA~ R~ 2 •AT% o ~ Date Evaluation Conducted Telephone Number c, o N W ir.._so ~2 n/cwton~ • e WT. Sy7S 8- y -v 3 ?~5--235- 9vg ~ rf ~j Property Owner I E'rzttu ~.~7arn.5-l-cud Parcel ID # b~ p" ~6 °~1 ~ 70' Page ~- of 3 Boring # ~ Boring ~ pit Ground surface elev. 1 tTLI • ~ ft. Depth to limiting factor ~ ~ in. Soil A lication Rate Horizon. Depth Dominant Color .Redox Description Texture Structure Consistence Boundary Roots GP D/ff in. Munsell - t1u. Sz. Cont. Color Gr. Sz Sh. ~ 'Eff#1 'Eff#2 i D-la lo`11Z2/2, u S t~[ a ~ f ~S 0.S I'~ .5 ~ io -2f ~OY~~113 ~ 4\ sbK-- e1S CS ! •'S . ~ 3 Zf-3 ~d YRyI'f rs.-~ ! L 56/L rrt~•r +,~ /~ l ~t -`/ . (~ ~ 3 4 -5~f I o Y~ 4 (io ~ s t7 S -J at,~ I v-~' . ~ I . Z 5 54- Io ~~ y~ (o CSC oZ ~'t sbC- r~ r "~ l ~f • '-f • Ce Z !i i~ f I a~~~~ to ^ Boring I '_J ®pit Ground surtace elev. • ~ '-" ' ~ TL. uep[n co umiuny ~dow~ ~n• Soii A lication 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 o-~ ioYrz ~Z. S i ~ I ~ r d5 5 • ~~~ .2 . 3 z 9-i5 /oYrLZlz_ stQ a m shr dSh S .5" • s 3 5-Z Iv`,'~yl`I f rn sb,~- Mir GS I~ -`( • G _ ~ 2~-~f 3 i~ Y~3I3 Gtz s 11 m~~•'' ~ ~ .3 . S _ 5 ~13-6a In Y-z.+~I3 ~ (o Cos S ---- W If .~ /. ~ !o Go~S Ivy-S6 lvYrz71~ C-Z-d Sc~ --n~~, f ~- --- - ` ~ ~, I o^~^~ ~ ~ Baring ,~ -, ~ !_ ~. J __----~ .- 'Pit vrouna surface elev. • ~ ~- ~ • ~ TI. ucNu~ w nnnw ~y IOVlV1 Soil A lication Rate h t C l D i Redox Descri tion Texture Structure Consistence Boundary Roots GPDfff Horizon Dept in. a or om nan Munsell p Qu. Sz Cont. Color Gr. Sz Sh. 'Eff#1 'Eff#2 a~~ ,~Y~Z~Z .~ ..~ I ~~ ,~ ds as ~.~ .z . 3 ~_,.~ ~©y23i3 s. Q a rvt sh dsh cs a~ .S . ~ 3 ,,~_~ joY~~l~3 - - •-sR a m 5bk ds cs I ~ - s . 9 Zo-Z r ©Yt? 3/'{ _ f S ) rn 5b.~ rrl V ~ c w I-F' ~ • Z ~ ~F-63 IvyR~'~ v r'S C7 S ~-- ~ -'7 /•2~ 'Effluent #1 = BODS > 30 < 220 mg/L and TSS >30 < 150 mg/L 'Effluent #2 =GODS < 30 mg/L and TSS < 30 mglL The Department of Commerce is an equal opportunity service provider and employer. If you need assistance to access services of need material in an alternate format, please contact the department at 608-266-3151 or TTY 608-264-8777. ~ (o0 1 ~vA~C. 53,~~" ~ /~ 1 580.8330 (R.N00) ,, Wisconsin Department of Commeroe SOIL EVALUATION REPORT Page ~ of '-f Division of Safety and Buildings in accoroance wren Comm tso, wis. Aam. ~,oae ~~ , Cra ~ >< ~ Plan must ize 11 i h i S 1/2 l th ' . nc es n s x an ess Attach complete site plan on paper not 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. Revi Date Personal information you provide may be used ror secondary purposes (Privacy Law, s. 15.04 (1) (m)). C~,~j~/Vv !d (r / Properly Owner Property Location Wa K~fa d TE~ Govt. Lot S r~2 ~' N« 1/4 S r~ T ai3 N R 1[o E (ar ~ Property Owner's Mailing Address Lot # Block # Subd. Name or CSM# I$t'7 Wsndw~~ll ~r~v¢. Ciiy State Zip Cade Phone Number ^ City ^ village ^ Town Nearest Road ~jQtd~'~ ~ ~.rs 54~oZ. (yrS) 503-1o57U tau (~ro~11e Tow~ah ~ a 50~ sf ® New Construction ^ Replacement Parent material General comments and recommendations: n6r ~~, err GPD iL Boring "~`- f Boring # ®Pit Ground surface elev. I I ZZ• 3 tt. Depth to limiting factor ~ in. Soil A liptfon Rate Horizon Depth Dominant Color Redox Desrxiption Texture Structure Consistence Boundary Roots GPD/ff in. Munseil Qu. Sz. Cont. Color Gr. Sz Sh. 'Eff#1 'Eff#2 I o- ~ t r, Y rz z/z ~°--~ s + Q ~ rn ~ c~ s h 0.5 ~~ . s , ~ z ~- ~Z 1~ y~ y~~ _._-- a -~ P ~ ~ 5 5 ~~ . s 3 ~-I~ iny2~{J3 --- ~ ca I rlS w i~' •~ •~ ~ le-3~ IoY~Nl3 vJ~S i rn Shk c(S ~ I .~ ~-2 S 3~3-~G~ /vYJ'z.~~3 -~ y ,r%QS D rn --- ~f .5 •7 ^ Boring # ~ Boring ~ ~ Pit Ground surface elev. Horizon Depth Dominant Color Redox Description in. Munseil Qu. Sz. Cont. Color ft. Depth to limiting factor in. Texture Structure Consistence Boundary Gr. Sz Sh. Sol iipflon Rate Roots GPD/fE< 'Eff#1 'Eff#2 'Effluent #1 = BOD > 30 < 220 mg/L and TSS >30 < 150 mg/L ' Effluent #2 = BOD _< 30 mglL and TSS < 30 mg/L CST Name (Please Print) Signature CST Number Address CE DA~i' R~q+~ 2 •AT/ ~ ^~ .~ , . , .. ~ ..._ 1d-/o M..._. ~~. ~ :., Date Evaluation Conducted (~cJT ~'y7~' 1 Telephone Number ?rS-23S- w$ Use: ~ Residential / Number of bedrooms Code derived design flow rate ^ Pubilc or commercial -Describe: Ftood Plain elevation if applicable ~. Property Owner I Euttu ~~w ~'+1~'Ecu(i! Parcel ID # Page of Boring # ~ Boring pit Ground surface elev. T ft. Depth to limiting factor in. Soii A lication Rate Horizon. Depth Dominant Calor Redox Description Texture Structure Consistence Boundary Roots GP DIff' in. Munsell . Qu. Sz. Cont. Color .. Gr. Sz Sh. •Eff#1 'Eff#2 ' ~ Boring ` ,( I Rnrinn # f !~ - ®Pit Ground surface elev. tt. uepm co nmiung raaor "'• Soil lication Rate Horizon De th Dominant Color Redox Description Texture Structure Consistence Boundary Roots GP D/if p in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 •Eff#2 -~ „ __,~ ~ Boring Pit Grounosunaceeiev. n. vrNu~ w ~~n~~~~~y ~o~.~~ ~. Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots in. Munsell Qu. Sz. Cont. Color Gr. Sz Sh. Soil A lication Rate GPD/fg •Eff#1 •Eff#2 • Effluent #1 = BODS > 30 < 220 mg/L and TSS >30 < 150 mg/L • Effluent #2 =GODS < 30 mglL 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.6/00) ~a~- a~ J S86°53'1 1124.57 BENCHMARK woo~'.~1-f ~-b 408.27 '4 _ _ _. ~ ~ ti ~/~ ~ \ B-6 (rrzz.3~ ~ -- B-5 (iizt.~~ ~ ~ \ ~ ~'_----~ / ~ \ ~ 1 ~_ ~ B ~tcZ~. \ \ B-1 B-4 ~ ~ / / / B-3 («~r.~~ ~ \ ~~ S~~.l~ 30:1 \ ~'~z z \ \\ \ 99 \ \ L~~~ „o$ ~, _ 112. ~ ARK Gt/6edt~c ~~ - SQ~w,~aa L-OT °~ ~ 9 ST CROIX COUNTY SEPTIC TANK MAINTENANCE AGREEMENT AND OWNERSHIP CERTIFICATION. FORM ~-- OwnerBuyer ~-e ~'~' ~~,,~, Mailing Address /~/7 (,J:ndM,// 1~r'i/~, ~a,Q.d...~i-~ c.J1. SYOOt Property Address ~S~ ~~ , (Verification required from Planning Department for new 7 City/State (~(Lh~ 1(l l 1 L~ Pazcel Identification Number ~~' /0z7 7~ ~~~/ LEGAL DESCRIPTION ~ /~D~ sL= 1 r1 C ~/, C~~ Properly Location /4, ,Sec. /D , T Z~ N-R~e_W, Town of ~~ ~ Subdivision .Lot # 3 Certified Survey Map # 7 ~ ~ 72 ~ ,Volume / ~ ..Page # ~G Warranty Deed # 7 / 3~.Z-G .Volume ~ ~~ .Page # ~ ~ Spec house ^ yes 0'no Lot lines identifiable Cd yes ^ no STEM MAINTENANCE 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 functioa 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 mastCrplumber, journeyman plumber, rrstrictedplumber or a licensedpumperverifyingthat (1) the on site wastewaterdisposal system is in proper operating condition and/or (2) a8er inspection and pumping (if necessary), the septic tank is less than I/3 full of sludge. Lwe, the undersigned have read the above requirements and agree to maintain the private sewage disposal system v~nth 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 o e three year expiration date. l ®l ~y SIGNA OF APPLICANT DATE OWNER CERTIFICATION I (we) certify that all statements on this form are true to the best of my (our) knowledge. I (we) am (are) the owner(s) of theC~~~y descn'bed above, b virtue of a warranty deed recorded in Register of Deeds Office. / / ~/ SIGN OF APPLICANT DATE ****** *'~**** Any information that is mis-represented may result in the sanitary permit being revoked by the Zoning Department. *'' Include with thls 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 POWTS OWNER'S MANUAL & MANA(atMftly 1 YfWIV Page of '~ FILE INFORMATION Owner ~/,y~,s~ ,~ Pemit ~ 30 ~ f7 DESIf3N PARAMETERS Number of Bedrooms O NA Number of Public Facility Units ~ ~ ^ NA Estimated fbw (average) y ~ U ai/da Design flow (peak), (Estimated x 1.5) ~ Ij l7 al/da son Apprcation Rate D ~ 3 suss /ftz Standard Influent/Effluent Quality Monthly average• ata, Oii & Grease ( G) 530 mg/L Biochemical Oxygen Demand (BODE) 5220 mg1L ^ NA Total Suspended Solids (TSS) 5150 mg/L Pretreated Effluent Quality Monthly average Biochemical Oxygen Demand (BOOS) 530 mg/L Total Suspended Solids (TSS) 530 mg/L NA Feca! Coliform (geometric mean) 510` cfu/1 Maximum Effluent Particle Size Ys in dia. ^ NA Other. ^ NA `Values typical for domestic wastewater and septic tank effluent. SYSTEM SPECIFICATIONS Septic Tank Capacity J ~'DU ~O al O NA Septic Tank Manufacturer ~J'~~S.~~Z_ O NA Effluent Filter Manufacturer t3.~Z O NA Effluent Rlter Model ~ ~/b ~ O NA Pump Tank Capacity adi~ al ^ NA Pump Tank Manufacturer (,d/ ~~~L. ^ NA Pump Manufacturer ~UL,~f O NA Pump Model ~~~~ ~ O NA Pretreatment Unit ^ Sand/Gravel Filter ^ Peat Filter ^ Mechanical Aeration ^ Wetland ^ Disinfection ^ Other: ~ NA Dispersal Cell(s) O NA In-Ground (gravity) ^ In-Ground (pressurized) ~^ At-Grade ^ Mound ^ Drip-Line ^ Other: Other: ^ NA Other: O NA Othef: O NA rnwnt 1 cn~ana.~ aa.rrwv~ Service Event Service Frequency Inspect conditiwn of tank(s) At least once every: month(s) (Maximum 3 years) 'L,- 3 ear(s) ^ NA Pump out contents of tanklsl When combined sludge and scum equals one-third IY91 of tank volume O NA Inspect dispersal cell(s) At least once every: month(s) (Maximum 3 years) 2 - 3 year(s~ O NA Clean effluent fiker ~ E~~ At least once every: ~' monthlsl (~j ^ year(s) O NA Inspect pump, pump controls & alarm At least once every: month(s) 13 ^ year(s) O NA ' ^ month(s) ~q Flush laterals and pressure test At least once every: ^ year(s) Other. At least once every: ~ yeas( 1(s) O NA Oar; O NA MAINTENANCE INSTRUCTIONS inspections of tanks and dispersal cells shall be made by an individual carrying one of the following I'icenses or certifications: Master Plumber; Master Plumber Restricted Sewer; POWTS Inspector; POWTS Maintainer; Septage Servicing Operator. Tank inspections must include a visual inspection of the tankls) to identify any missing or broken hardware, identify any cracks or leaks, measure the volume of combined sludge and scum and to check for any back up or ponding of effluent on the ground surface. The dispersal cell(s) shall be visually inspected to check the effluent levels in the observation pipes and to check for any ponding of effluent on the ground surface. The ponding of effluent on the ground surface may indicate a failing condition and requires the immediate notification of the local regulatory authority. When the combined accumulation of sludge and scum in any tank equals one-third lYel or more of the tank volume, the entire contents of the tank shall be removed by a Septage Servicing Operator and disposed of in accordance with chapter NR 113, Wisconsin Administrative Code. AN other services, including but not )'united to the servking of effluent filters, mechanical or pressurized components, pretroatment units, and any servicing at intervals of 512 months, shall be performed by a certified POWTS MaMtainer. A service roport shall be provided to the local regulatory authority within 10 days of completion of any service event• Pace Z of 2 START UP AND OPERATION For new construction, prior to use of the POWTS check treatment tankls) for the presence of painting products or other chemicals that may impede the treatment process and/or damage the dispersal ceil(s1. If high concentrations are detected have the contents of the tankls! removed by a septage servicing operator prior to u>;e. System start up shall not occur when soil conditions are frozen at the infiltrative surface. During power outages pump tanks may fill above normal highwater levels. When power is restored the excess wastewater will be discharged to the dispersal cellls) in one large dose, overloading the cellls) and may result in the backup or surface discharge of effluent. To avoid this situation have the contents of the pump tank removed by a Septage Servicing Operator prior to restoring power to the effluent pump or contact a Plumber or POWTS Maintainer to assist in manually operating the pump controls to restore normal levels within the pump tank. Do not drive or park vehicles over tanks and dispersal cells. Do not drive or park over, or otherwise disturb or compact, the area within 15 feet down slope of any mound or at-grade soil absorption area. Reduction or elimination of the following from the wastewater stream may improve the performance and prolong the life of the POWTS: antibiotics; baby wipes; cigarette butts; condoms; cotton swabs; degreasers; dental floss; diapers; disinfectants; fat; foundation drain (sump pump) water; fruit and vegetable peelings; gasoline; grease; herbicides; meat scraps; medications; oil; painting products; pesticides; sanitary napkins; tampons; and water softener brine. ABANDONMENT When the POWTS fails and/or is permanently taken out of service the following steps shall be taken to insure that the system is properly and safely abandoned in compliance with chapter Comm 83.33, Wisconsin Administrative Code: • All piping to tanks and pits shall be disconnected and the abandoned pipe openings sealed. • The contents of all tanks and pits shall be removed and properly disposed of by a Septage Servicing Operator. • After pumping, all tanks and pits shall be excavated and removed or their covers removed and the void space filled with soil, gravel or another inert solid material. CONTINGENCY PLAN If the POWTS fails and cannot be repaired the following measures have been, or.must be taken, to provide a code compliant replacement system: A suitable replacement area has been evaluated and may be utilized for the location of a replacement soil absorption system. The replacement area should be protected from disturbance and compaction and should not be infringed upon by required setbacks from existing and proposed strdcture, lot lines and wells. Failure to protect the replacement area will resuh in the need for a new soil and site evaluation to establish a suitable replacement area. Replacement systems must comply with the rules in effect at that time. ^ A suitable replacement area is not available due to setback andlor soil limitations. Barring advances in POWTS technology a holding tank may be installed as a last resort to replace the failed POWTS. ~~ T alua ' o Ong jank e ai '1~RDi-118 ~~N ~fVs"T7~U~o+~ ^ Mound and at-grade soil absorption systems may be reconstructed in place following removal of the biomat at the infiltrative surface. Reconstructions of such systems must comply with the rules in effect at that time. < <WARNING> > SEPTIC, PUMP AND OTHER TREATMENT TANKS MAY CONTAIN LETHAL GASSES AND/OR INSUFFICIENT OXYGEN. DO NOT ENTER A SEPTIC, PUMP OR OTHER TREATMENT TANK UNDER ANY CIRCUMSTANCES. DEATH MAY RESULT. RESCUE OF A PERSON FROM THE INTERIOR OF A TANK MAY BE DIFFICULT OR IMPOSSIBLE. ADDITIONAL COMMENTS POWTS INSTALLER ~~L~ ~-I t1i7S~ 2~~ g53 POWTS MAINTAINER Name `,~ L.'~ j S ~E,(lYt~ (j J Phone (p - 33 ~~ Name Phone SEPTAGE SERVICING OPERATOR (PUMPER) LOCAL REGULATORY AUTHORITY Name Phone Name ~ ~ ~ ~~~ Phone ~!S- 3 Flo- ~o !~ This doaxnent was drafted in compliance with chapter Comm 83.22121fb11111d)&If) and 83.SM11, 121 ~ 131, Wisconsin Administgtive Code. !/(/ (J - i sic.. / _ ly [~ ~ c.> ~DU 8 - /(~2 ~- 70 /S/1~,~- U 2170P 066 STATE BAR OF WISCONSIN FORM 1 - 1998 WARRANTY DEED C This Deed, made between Donald R. Rodel and Judith A. Rodel, husband and wife Grantor, and Terry Wamstad and Tammi J. Wamstad, husband and wife holding as survivors p marita property ~ Grantee. v Grantor, for a valuable consideration, conveys and warrants to Grantee the following described real estate in St. Croix County, State of Wisconsin (The "Property"): See Exhibit A attached hereto and made a part hereof. ~o /~ 9 ~'0 ~ ,. ..~ 2(N13 008-1027-60 ~ Parcel Identification Number (PIN) This is not homestead property. Together with all appurtenant rights, title and interests. (z9~ (is not) Grantor warrants that the title to the Property is good, indefeasible in fee simple and free and clear of encumbrances except municipal and zoning ordinances and agreements entered under them, recorded easements for the distribution of utility and municipal services, recorded building and use restrictions and covenants, general taxes levied in the yeaz of closing. ~_~--~~ Dated this ~~ day of ---~~Sd~l ,_ * * AUTHENTICATION Signature(s) ~_~~~ ~ . _l~-O~ ~_- ~~c~~t. j( l~nc~~ authenticated this day of _ ~ ,,,M ,, ,~_ TITLE: MEMBER STATE BAR OF WISCONSIN (If not, authorized by § 706.06, Wis. Stats.) THIS INSTRUMENT WAS DRAFTED BY Thomas A. McCormack Attorney at Law (Signatures may be authenticated or acknowledged. Both are not necessary.) ~ 1 3~2t~ ~_! KATHLEEN H. WALSH REGISTER OF DEEDS ST. CROIX CO., MI RECEIVED FOR RECORD 03/12/2003 02:00PIi EXEMPT # REC FEE: 13.00 TRANS FEE : 672.30 COPY FEE: CERT COPY FEE: PAGES: 2 Name and Return Addres Thomas A. McCormack 1020 111th Ave. Baldwin, WI 54002 ACKNOWLEDGMENT STATE OF Wisconsin ) SS. St. Croix COUNTY) Personally came before me this day of 2003 ,the above named Donald R. Rodel and Judith A. Rodel, husband and wife to me known to be the person(s) who executed the foregoing instrument and acknowledge the same. * Thomas A. McCormack Notary Public, State of Wisconsin My Commission is permanent. (If not, state expiration date: .) 'Names of persons signing in any capacity should be typed or printed below their signatures ~vaRRANTY DEED STATE BAR OF WISCONSIN FORM No. 1 -1998 To order this form CaB INFO-PRO at 800655-2027 021E612984 15:59 7156843144 BCILDTS PLEG & HTG PAGE 06 ~w ern 0 ~~ ~• 9.~ ~_ 1 ~~ ~~~ ~(~ l~~ir•e OD8 - /02 ~- y0 /y0~1 ~~ /1/ew Do.B - /027 - 7D - 02 S y ~ /0~1/O eYc p~ ~o CSI /p_ y~ / ~1/e~v Oo8 - /oa7 - ~o - oso /S~DA.zo Nt4W DD8 - /027 - 7D - 07S /S/D~J- ~ Le ~ / fOMI N0. 9lSA La ~~ °•~• 7 4 7 7 2 8 KA? 18 P~ ~ 4661 ~WOD 2 ~ 7D- ~ ~~ REGIS OF D88DS LD 7~ ~ RfiC V$D FOR ~~~ 12 1/Z003 09t3SA1! C8R?IFIBD SURYfiY MAP ~ RbC_ FEB s 13.00 CERTIFIED SURVEY MAP N0. VOLUME ,PAGE LOCATED IN THE SOUTHEAST i/4 OF THE NORTHEAST i/4, SECTION 10, TOWNSHIP 28 NORTH, RANGE 16 WEST, TOWN OF EAU GALLS, ST. CROIX COUNTY, WISCONSIN SCALE: i "=200' 0' 100r qOp• 100' DRAFTED BY: DONALD Y. CLARK LEGEND ~ GOVERNMENT CORNER (AS NOTED) o FOUND 1" IRON PIPE ~ SET, 3/4"X24' REBAR WEIGHING 1.502 LBS. ~ PER LINEAL FOOT. ~~~ CORNER , ~~ Vg ; ` ~, i~OUND rii ~ 1sw ~~ , •~ ..- •- S86 48'45"E , i PREPARED FOR: ~--------__ I TERRY WAMSTAD ~ ~ APPR~3VE0' --~ _ -' -' - - 1817 WINDMILL DRIVE t `~ 8T. CF101X COUNIY i ~ ~ I BALDWIN, WI 54002 ~ \ ~ ~IIIkIpIOnYloandPalctCa111NIIN~ 1 t ~, NOV 2 82003 IQs t I sae,cks: ~ . o~ ' t) frenl t0o• Froo IA. ~. ~` ` Z ~~iroold~d w~fdn ~o da~ra a ' ~/ 1 Rq a vey 2SOf A Sf reef t ~PP~ ~ ~ ~ ~ 1 21 Side rsrti !I' unless noted t \ .{ ~ n1111 end void ~ j 31 Front 50' Frees L6' ease~snl , ~ ,!~'~ ~ ~648'47"E 281.86'1 ~ ~ `~ LOT ! ~-----___ 1 t » so. n -~ ~ ~- ; an Ad1ES cwean¢ R/w ~ N II , t ~ ' ~ ~~ 3a~ San lO I~ s9 ~ , f~ ASS NeM~p R/w O~KMAY dOC,t N ~C° t ~ roR Lgr_, °on I , z I ~~' ~, I~lo ~-20 f~ , 1 ~ t ~ >r ~ '~ * DONALD M. Tk S~ tt ~ u+.~s - "~" - ~_~ CLARK ~ ~ \ t--------------- »toF ~ ILL'' _Y `'1 MEAIOMONIE, { ~ ti t ~' 1taM0! ~ ~70~ J~ WI ~.1+'~ ~ ~ ` ~ Z7= ACHES Esd~dip R/fr l ~~ t t 1=7210 S4 ->~ p~1, ~ ~$VQ~/~ ~ ~ t3!! Adl[S Ne1wM~ R/f)r ~i~~2~ ~ / t ` ~ t i i'--------------~. `; , ~ ; WDA -~I~tE11~tt 1 LoT s ''°R h`~AON NOTE EACH PARCEL ON Tw5 YAP IS SI~,R~ TO STATE AND COUNTY LAWS, 1 ` ~ 11!!>1S SQ: iT. ~ RULES AND REOIR.ATNINS (Le. WETLANDS, WIWIUM LOT t 1 ~ 273 ACI1E5 Erde~4 R/w ~Q 1~~ PARCA, ETC.} 6EFORC PtMCIMSNO OR DEVE10PM10 ANWY~PARCEL, CONTACT 1~e¢~t~'S ,~ 1 ~ A~S~ ' ~l THE ST. CRgX COIMTY ZONNO OrRCE fOR Apy~E, ` \ ~ R/w .. . tIMLJ01~ IPA AYCNUf (71S~Sp 5A7S1 Vol 18 Page 4661 Q~~g ~/ 1 1 I I 1 1 I 1 1 1 ~~ i t 6 1 1 1 1 1 1 1 1 1 1 1 1 EAST t/4 CORNER" I i0UN0 3 S'+SRTEEL ItEPAR SHEET 1 OF 2 r APP~c~z'loxs SAecificallY designed for ttte foltowtng uses. ' Homes • Farms • Trailer caurts • A+Iolels ' Schotits " HOSAitatS ' lndusiry • Fifluent systems sPEECIfI~,tlTiptiS Pump • SoFidS handling ~Aahilities: ~'~ maximum. • Discharge size: 2` NPT. • ~Aac'sties; up to f 28 GPt1rf, • Tots! heads; up to 123 feet TDy_ Mechanical seal: silicon carbide-rotary seaVsitkan ~Ide-stationary Sga~ 30a series statntess steel metal Karts. BUNA-N etasiamers, ' Terrtperature: 104°F (40°Cy continuous I'~ef (60°C} httermittent. • Fasteners: Spa Sues stainless steel ' ~Aable of rt-nning dry without damage to . components. ' Overload Arotectlon mtrst ~ Arov~ed itt starter unt ' Shag threaded, 400 serf stainless sfeel. ' Bearings: gaff hearings uAPer and tower. ' Prnyer cord: 201©ot standard h (optional Iengtlfs avar7abte). St>agle Ahase: ' y4 and !~ NP -1fi,/3 S.iTO with 1i5 V or 230 V three ~~~Ht 1413 STt) with bare leads. 1~ree t3hase: ' h-t i4 HP - 14/4 STt) writh bare leads. tJn CSA Iisiell modets - 2a foot ~ngN ~ wand STW are standard. ~TdlRfS ~ utter: fast iro ~, non-dog will, pumA_ out vanes for ical sea! Arotectior~- far ~s ~r ~tntor Single Abase: <° '~ IiP, 115 V. 200 V 230 ~ , v. tip HZ 175(1 RPfIA; ~ HP, 1 ~ ,~ ~ _~ ~jr,{~. 3500 RtP9~1; "Pr ~ r o ~ ~ RPM. ~ -in with auiorn~ reset. Class B insulatbn , :ree phase: &0 V, GO Hz, 3St}Q RPM . ~ 8 insulation `='S Ciovk7s ~'umos e, 3885 ~OU((1S ~~ ~- `~ ~ilaa,. ~ff~~~nf Pimp ~' C~ L ~~ opera~tbrr '- . . ~ ~ o¢ 08 n~.pelter avaldapts as .. ,, _ ~++9~ Oast Iran volute Type for ma~dmum efficiency. 0 ~g~ adaAtabl6 ~ ~1 sea!' SILlt:t3tri ~~ ~- St1tCC3N CIwBtD~' seams faces. HUhtA N marts, ^ Shag Corrnsbn-resistant stalr,~ stseL Tt,r design. Lodcnut on three Rhase models to guard a8ainst component damagQ on acxiden~ nruer,5e rotation. ~ AAator: ~Y suQmerged in h~rade a oi! for NDrlcatioon and ~ heat transfer, • ~Qr~d tr?r Caattnuous OA~aUert; Pump ratings are w~tin the motor rt~,s recommended worfclr~ Ifmt7s, can ~ oAerated caniinuousty without damage. ^ t3earings: llAper and bwer heavy duty Dal! Dearrng construction. ~ Power fable: Severe Bury rated. a7 and water resistant- FA~+ seat on motor end Arovides secondary moisture barrier in case of outer jacket dams and to prevent oil wrcldnq. a 0-clog: ,Assures posit+ve anted o~teaa~kabq Con~nants a6tr'l~it:l( LtSTt1rGS SA cn.ma sh ~~rrflers VDaratarrez 'M ~~ 'L c:n~>>lCfTY 10 m~rt~ ~~ EfteeRver May (995