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HomeMy WebLinkAbout018-1090-59-000Wisconsin Department:~f Commerce PRIVATE SEWAGE SYSTEM Safety and Buildinr~Division ' ~ INSPECTION REPORT GENERAL INFORMATION (ATTACH TO 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 Bonte, Ron Hammond Townshi CST BM Elev: ~ Insp. BM Elev: ' BM Description: ' ~" ~.J •D 8w~ t CST TANK INFORMATION TYPE MANUFACTURER CAPACITY Septic ~'~' // S2T!) b~ Dosing ~ C1J1wti~ ~ ~ Aeration Holding TANK SF~CK INFORMATION TANK P/L WELL BLDG. Vent to Air Intake ROAD Septic .• ~ ~ `7~1 Z ~ ~ ..---- Dosing ,kp . ~ ~ << ~} ~ Aeration Holding ELEVATION DATA STATION BS HI FS ELEV. Benchmark / ~~ (. D', ' ~ ~ ~ Alt. BM Bldg. Sewer ~~ 30 o.OS ~ SUHt Inlet / SUHt Outlet Dt Inlet Dt Bottom w.~~ r ~, z~ Header/Man. Dist. Pipe Z. 3• ~ , Bot. System ~ 92.40 Final Grade S ~ ~ ~ / St Cover ~~~ t a- g~ 2~ 9 ~ county: St. Croix Sanitary Permit No: 404941 0 State Plan ID No: ~..~-~• Parcel Tax No: 018-1090-59-000 ~, PUM%SIPHON INFORMATION _ del Number ~ ~ Lift 1 Friction Loss Syste Forcemain Length Dia. ~ ~ SOIL ABSORPTION SYSTEM BED/TRENCH Width Length ~ DIMENSIONS ~ t ~ ~~ SETBACK SYSTEM TO INFORMATION Type Of System: f~d'riv/ DISTRIBUTION SYSTEM b Hea` d~ ;. to Well Z ! I •+- "}. Ft Pits Ilnside Dia. CHAMBER OR UNIT ead Distribution e x Hole Spacing Vent to Air Intake Pipe(s) ~ 1 ~~ Len th Dia Length Dia Spacing / S COVER v Procm~ra Rvcfeme Only YY Mnund Or At-Grade Systems Only Depth Over Depth Over xx Depth of xx Seeded/Sodded xx Mulched Bed/Trench Center Bed/Trench Edges Topsoil T; Yes ] No [] Yes ~] No IV~M NT (In code dis pen I s, pe ons present, etc.) Inspection #1: ~`~^^'f`T . 1 ~3 Inspection #2: / Lo ation: 1783 96th Avecnue Hammond, 1540 5 (SE 1/4 NE 1/4 16 T29N R17W) Pheasant Hills Lot 59 Parcel No: 16.29.17.724 1.) Alt BM Description = 7'?' ~ C~~~ 2.) Bldg sewer length = Z -amount of cover = ~t ~, Plan revision Required? ~ ;Yes ! ~. ' JI Use othe sr Ide for additional information. NO ~T'W ~Q ~~ _ _ J~ Date ~ ~ Insepctor's Signature Cert. No. `~7 S ~~~ SBD-6710 (R.3197) l ~ ~ ~""~` C~M1-~_ ., y ~ Wisconsin Department of Commerce'oR~Gwn~a~OIL EVALUATION REPORT Division of Safety and Buildings in accordance with Comm 85, Wis. Adm. Code Page 1 of 3 County ....,~., ...,,,,,,,.,•,. ~~,~ ~,a,~ ~~~ NaN~~ ~~~~ ~oaa uian o uc x i i rncnes to size. clan must ' inGude, but not limited to: vertical and horizontal reference point (BM), direction and percent slope, scale or dimensions, north arrotar; artd location and distance to nearest road. parcel LD. ~~~~ C% ~%~~`~ ~ ' ` P/ease prini,'QF~ information: ,r'~. :~ Personal information you provide may ti'sed;ftir secor~cy p oses'tPrivacy~,Law, s. 15.04 (1) (m)). ~ evi ed by Date Pro e Owner ^'~ p rtY ~~ < ~.; ;, Ron Bonte 1 ~ -/ ' ~{~~ ~ ~„ , Property Locatio SW ~- NE 16 Govt. Lot ~~ 1/4 1/4 S ST- 29 17 T N R for) W Property Owner's Mailing Address c-~ (fi{ " , i--... 1017 170th St. ~~~ ~ ;S C~~"~r _r, N~ r._ Lot # ~~ Btock # Subd. Name or CSM# ~ o City State Zip ~ ~ P ~ Hammond, WI 54015 f ,~~ ~~1.~ 7 d~ ^ City ^ Village Town Hammond N ares o ]~i%~S CTHW T ® New Construction Use: ® Residential / Num edrooms 3 Code derived design flow rate n5n GPD ^ Replacement ^ Public or commercial -Describe: Parent material till Flood Plain elevation if applicable NA ft. General comments site is suitable for conventional, gravity distributed adsorption cells and recommendations: ^ Boring # ~~^1 Boring 21 '~:J Pit Ground surface elev. 109.7 ft. Depth to limiting factor 70+ in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPDlft~ in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. •Eff#1 'Eff#2 1 0-4 7.SYR 3/2 - sl 2 m gr ds cs 1f/m .5 .9 2 4-7 7.SYR 3/2 - sl 2 f sbk dsh cs 1m .5 .9 3 7-13 7.5YR 4/4 - sl 1 m sbk mfr gs 1m .4 .6 4 13-46 7.SYR 4/4 - is 1 m sbk mvfr cw 1f .7 1.2 5 46-60 7.5YR 4/6 - s 0 sg dl Cs - .7 1.2 6 60-70 7.SYR 5/4 - s 0 sg dl - - .7 1.2 Boring # ^ Boring Pit Ground surface elev. 1 n7.3 ft. Depth to limiting factor 72+ 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 •Eff#2 1 0-4 7.5YR 3/2 - sl 2 m gr mvfr cs 1f/m .5 .9 2 4-15 7.5YR 3/2 - sl 2 f sbk mvfr cw 1f .5 .9 3 15-41 7.5YR 4/4 - sl 2 m sbk mfr gs 1m .5 .9 4 41-72 7.5YR 4/6 - is 1 m sbk mvfr - - ,7 1,2 horizon 4 h s some stratified lmc s & mcos one inclus 'on observ d on nor h it w 11 of 7.5YR 4/3 s (1 m sbk, mvfr) ®62 72" abou 2' wide; 1 m roots t about 6 w/ oc asional gr & co cnwoi n n i - Duos ~ ov < «~ mgrs ano i as Hsu _~ ~ 5u mg/~ - tttluent fi#Z = ODs < 30 m /L and TSS < 30 mg/L CST Name (Please Print) Signature CST Number Henry F. Grote c _ 222774 Address to Evaluation Conducted Telephone Number E. 4366 353rd Ave., Menomonie, WI 54751 6/17/2000 715-233-0398 Property Owner Ron Bonte 3 I Boring # ^ Boring n:. ParcellD # C:rnnnri cnrf~re clnv 107.3 R ne..~ti ~., r...:at.... s,.,..,._ 94+ f, ~ T ' Page 2 of 3 - -~- - ...._...a .__._. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ft2 in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 'Eff#2 1 0-6 7.5YR 3/2 - sl 2 m gr mvfr cs 1f/m .5 .9 2 6-20 7.5YR 3/2 - sl 2 f sbk mvfr cs 1f .5 .9 3 20-30 7.SYR 4/3 - sl 2 f sbk mvfr gs 1m .5 .9 4 30-43 7.5YR 4/4 - sl 2 m sbk mfr cw 1m .5 .9 5 43-68 7.SYR 4/6 - is 1 m sbk mvfr cw 1m .7 1.2 6 68-94 10YR 4/4 - m_c~o ~ 0 sg ml - - .7 1.2 some gr & c b below 5" a Boring # nn^ B°nng 105.8 Kxl pit Ground surface elev. ft. Depth to limiting factor 9l]+ in. Soil Application Rate Honzon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ft~ in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 'Eff#2 1 0-5 7.5YR 3/2 - sl 2 m r mvfr cs 1f/m .5 .9 2 5-11 7.5YR 3/2 - sl 2 f sbk mvfr cs 1f .5 .9 3 11-39 7.SYR 4/4 - sl 2 m sbk mfr cw 1m .5 .9 4 39-90 10YR 4/3 - sl 0 m mfr - - .3 .5 horizon has some gr & occasio al 7.5Y 4/4 lmcos nclusions ^ Boring # ^ Boring 5 ®Pit Ground surface elev. 106.4 ft. Depth to limiting factor 86+ 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 'Eff#2 1 0-5 7.SYR 3/2 - sl 2 m gr mvfr cs 1f/m .5 .9 2 5-14 7.SYR 3/2 - sl 2 f sbk mvfr cw 1f .5 .9 3 14-40 7.SYR 4/4 - sl 2 m sbk mfr cs 1f .5 .9 4 40-83 10YR 4/3 - sl 0 m mfr cs 1f .3 .5 5 83-86 10YR 4/4 - s 0 sg ml - - .7 1.2 'Effluent #1 =GODS > 30 < 220 mg/L and TSS >30 < 150 mg/L 'Effluent #2 = BODS < 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 (R6/00) .. i ~' [- OS 0 3 G N ~ o~ _9 s lJ ~~' i >o ff `~' 3n ~ V' .~ 0 d -~ 0 C S 0 n •s ~ fi J 3 -I- .~ ~~. ~~ z E-- ~" ~ J ~ yy j ~..~ i ~~ ~ t 3 a~ ,, rA 0 i^ o ~ ~ d ~'0 9 M _~ -~ 4 ~ ^ ' v ~'~' b D ~ , ~ ~ ~ ~ ~ ~r ~~ d ~,, .~ ~ ~~ o S + ~ ; ~ p ~ ~ 3 y ~ 3 ,~ ~ ~ ~ `^ ----~ o ~ ~ 3 ~ o' :J x o ~ ~ 0 °~ ~ ~ f x :J -- d rs a u J22 L _~Y ~~, ~, o n ~ ~ %_ ,,, N M 1 L~ Q M~ ~~ - `~- ~n `, `' L'~ #- 0 C r ~J I • 4 ~ ...i ~ ~ ~A ~~` ~T NOTE = ON TO UNPLATTED LANDS oN ro n! .~ 0 C, Z -1 EACH PAR S88° 05' 04° E 627, 60' COUNTY, 368. 23' q5. ,~q~ ,- ~ WETLANDS BEFORE P o ~n C S T. CRO o ~ BOARD FC Z ~' ~. ;oo o ~ I LaT 58 ~ "~ ~' 2.00 ACRES r cn o © ~ z. O n ~' 87, 128 SO. FT. m : O gym„ D tv W ~~ ~ f m Cn ~ R1 (.f) r ~ - ~ ~;, ~ ~ ~ ~ ~ rn ~ ~ • .................... o _---- 7.49'___.__ i V1 ---- 368. 22' ------- -- -- --- - ' r S88°05' 04"E 375. 7!' w ~ ~ ~ ? ro w rn _ I ~ I, _--- ------- --~.__ ---- __ --~---- - - _- -- - -- - - -- R o,~ o ~J __ ~~, N88° 05' 04 W ~_ 378, 6 1 ' w ~' j = A ~~, ~ ~ t~.; i z cs; m l - - (S z ~ ^ ~ Z J c ~iP 1~ `;, U; m ~ ~~ ~, ~ 1 ~ ~' 2. 00 ACf?E S °~ ~ c A ~, c~ ~ 87; 124 SO., r _r x ~' ~ ~' ~ ~ - m ~ m oo ~ ~ ; ~ ~ o ~x T- e 5 r- c- ~ b _ n~ ~. Z z ~ ~ {~ 4~ ~, X15. ~0 - ._ Ct? U ~. ( ! .r o ~ _____-... , . N88°39 05^~ ~` 74. fl0' CI) ~ _ ~ _._ -- - - ~ C~i~T ~!~ 1 ~~% r t: A ~ t U5 ° _ _ rr ° ~ ~ ~ ' ~ , EAST C7UARTER CORNER SECTION l6 - FQUND Ns ~° ~:, ~~ ~ ~ 'a. 72 ALUMINUM CAPPED MONUMENT h'8Fs°2' ~ "~v" 3i4. '4' , ~ j (ELEV. _ ; 135.02) ._~ ~a. ~~o ~ L~ ' Safety and Buildings Division County , ~ „ 201 W. Washington Ave., P.O. Box 7162 ~ S( r l ~'~o~s,~ Madison, WI 53707 - 7162 Site A e „y Department of Commerce i ~ ~ Q6 A _~ ~Tj'- 1 ~` 'rtv Sanitary Permit Application Sanitary P er mit Number h C I d 21 Wi d i 83 / ~ J ~ ~ ~~~ n accor w t omm , . s. A m. Code, personal information you provide ^ Check if Revision tna be used for seco ses Privac Law, s15.04 1 'm I. Application Information -Please Print All Isiforatation State Plan I.D. Number Property Owner's Name ~~ bW N~ Parcel Number ~o lJ ~~r~ ST~r~/ slot=~2 ©r ~'- o o - S9- csuo Property Owner's Mailing Address ~ RECEIVED Property LJO,cation // ST 'O~I ZD ~~ S4N ',f'S 6th T N.R~7 City, State Zip Code M ~hgne,):tu~ner l1 GG L Lot Number Block Number Subdivision Name // CSM Number wt L S'fb) sT. S-_ `16- S o '' p ~s~ >~i6/ / a ~ J . II. Type of Building (check all that apply) ~5 L9'1 or 2 Family Dwelling -Number of Bedrooms k~f~~~ 9 ~ ~• ^Vlllage ^ Public/Commercial -Describe Use h~Q ~r.~I'ownshi ~~ ^ State Owned Nearest R oad pp ~~ ~y~- /~ Er' III. Type of Permit: (Check only one box on line A (numbering scheme for Internal use). Complete line B if applicable) A' 1 New 2 ^ Re lacement p System p 3 ^ Re laceraent of 6 ^ Addition to For County use S stem Tank Onl Existin S stem B • ^ Check. if Sanitary Permit Previously Issued Permit Number Date Issued IV. Type of Permit: .(Check all that apply)(numbering scheme is for internal use) ~' ~BMJ 4~ Non -Pressurized In-Ground 21^ Mound 47 ^ Sand Filter SO ^ Constructed Wetland ~ t 22 ^ Pressurized in-Ground 41 ^ Holding Tank 48 ^ Single Pass Sl ^ Drip Line a 45 ^ At-Grade 46 ^ Aerobic Treatment Unit 49 ^ Recirculating 30 ^ Other '~'"" V. Dis ersal/Treatment Area Informati on: Design Flow (gpd) Dispersal Area Dispersal Area Soil Application Percolation Rate System Ele o_a Final Grade Required Pro posed Rate(Gals./Days/Sq.Ft.) (Min./Inch) ~; Elev a tion ~~~ < ~~ Sr 7 c7~ ~ I t ~ / ~ 3~~u - c ~ l • ~D j"" VI. Tank Info Capacity in Total Number Manufacturer Pref b S' Steel Fiber plastic Gallons Gallons of Tanks Coacre trusted Glass Ncw Exlstiny Tanks Tanks Septic vs-bial~-~adC ~p00 /DOD ~/(/~ ~, Dosing Chamber / „0 ~ ~ ~~~ VII. Responsiblli Statement- I, the un gned, assum ponsibillty for installation of the POWTS shown on the attached lens. Plu is Name (Print) Pl is Si re ~ MP/MFRS Number Business Phone Number ~ L Nz ~ /39~a ~ (s-z~ ~ Plumber's Address (Street, City, State, ode) x,5609 708 ~ c ~/o~~~t' s S ~2s`/ VIII. Coon /De artment Use Onl Approved ^ Disapproved Sanitary Permit Fee (includes Groundwater Date Issued Issuing Ageat Signature (No Stamps) Surcharge Pee) QO ^ Owner Given Initial Adverse . ~ ~S ~~ ~. Determination ~kC • ]X. Conditions o App oYaUReasons fob isapp~oval I ,~ /~~ ,i~~/ 5 , /)/i~~ ~ ~ A f o IA aC.l._ 'V( ~ ~ ' ~ ~ p • ~ S w t S e1 ~ S , ISeG bas- l '~'S-f ~trp~~t~{,UAq,~,~QLLIQ'!!i>`(5•Attach complete plane (tot a County dy) for~ystem o paper o ess than x jl lncl~ In size .ate /~1,~ se~•~s --~ w~.S~ •o I p'IdG(,YIA.~t, SBD-6398 (R. OS/Ol) T.L. Sinz Plumbing Inc. E5609 708th Ave. Phone: (715) 235-2644 Menomonie, WI 54751 Fax: (715) 235-2592 `/! w ~DJ www.tlsinzplumb~ t i ~0 N ~0 `h1 I ~ `~ ~F r /-F 1EJ~ SIDE 1'x-1 S~ ~nr s~ P~~~T ~~i l ~o01.r,i~vl $.~ ~I ~( N ~ `~4 5 i V TZq 2.1 ~ ~ St- ~f 01 "~ ~DJ~Ty~. ~ ~ .~ o ~uur/1 I~ f ~1 ~~ ~ ~~ ~~ eT~ ~ ~~ _ ~ /~/0~~ ~_ WALL. ..-~-~ (Dhol/o~ ~f/FGtJf>- f9dwt f3o 'f~3LE rF~lo_ ~ ~~- ~`7~°M`~~c S~So P'~"'`r / 30 ~ Z ~~ Foic.~ /9~~JNg ~~ D ,~,~ ~ ~ II ¢-3-_ ~USYc4-Gl Z - ~~~`~ b8~~ S~ ' gw~* Imo. o P o ~ Pc~auE PEo T.L. Sinz ~'lumbing Inc. E5609 708th Ave. Phone: ('715) 235-2644 Menomonie, WI 54751 Fax: (715) 235-2592 /' w, ~©~ www.tlsinzplumb' r ~AN ~pVJ 14„ ~ T'~~f-~ STD lam) {.o t' Sa Pd~4-~MJT ill (Sr~tDOl~Tiim "~O~JtJ Ur ~}~wt,wtOvUO S~ ~I ~1 N ~ ~~~ 5 i V Tzq 2.1 ~ ~ Sr (U-o- ~ Np~~r~. 3- (.SAO ~vo~+~1 1~^~" ~ ~ '~ ~~ ~~ C ~~`~ ~~~ f3 ~ cT~ ~ /1~Ol~H` ~¢_ w~u. .~"~- I o~~ ~GLwtl' ~o,H IIo ~6r~M-t-iic St1~EGZo w""1~ ~ 3~' Z" ~o~~ ~'~~~g ~~~ 0 Q. R~- ~us~u-~t Z - ~~~~ b8,~ s' 6~~ I it ~ P o~ ~~oNE PEo ~• . Wis;.txrsin Department of commerce Division of Safety and' Buildings SOIL EVALUATION REPORT Page ~ of rn acwrwnce vnur wnn~r oa, •.w. rw~~~. wuc County Plan trwst er not less than 8 1/2 x 11 inches in size lan on a Att h c t it l C, ~ ~ . p ~mmp p ac e e s e p indude, but not limited to: vertical and horizontal reference point (BM), dKer~ion and parcel l.D. percent slope, scale a' dimensions, north arrow, arxf location and distance to nearest road. Please print rvED 04 (1) (m)) 15 P i L Re ' by \ Date f ~aQ . r vaq .aw, . Personal information you provide may be used sewn a purposes ( . p~Ky pyr~r ~~ MAR 1 2 2002 ~ rty t oration ,~~~ ~~ 1/4,{j~ 1/4 S Z~N R I }E(or)~ ~~~ T Or1 n , " Property Owner's Mailing Address ST. CROIX COUNTY ICE ~ ' ~ t_ t # C Block # Subd. Name M# / ~ ' / ~ • ZONING OFF ~' ~%" S n i rp , ~ a Gity State Zip Code a umber ^ City ^ ~Ilage [~ Town Nearest Road [~ New Construction t1se: ~ Residential /Number of bedrooms 3 -y Code dern+ed design flow rate y-~„~a ~~ G GPD ^ Replacement ^ Public or commerdal -Describe: Parent material "~ r~ ~ ~ Flood Plain elevation if appNcabte ~,L/~ it- General comments S ys~.~~ ~ ~~ ~/ ~ / ~ ~ ~ d and recommendations: ~ y~~. ~IcU, q'3,~ Boring # ~ Boring pit Ground surface elev. ~ ~ ~d ft. Depth to Nmiting factor ~/D tn. ~` Soil Application Rate Horizon Depth Dominant Color Redox Descxiption Texture Strudure Consistence Boundary Roots GPD/ft2 in. MunseN Du. Sz. Copt Color Gr. Sz. Sh. " `ER#1 `Eff#2 .~ ~~6 a F ~ s~ ,~ 1 - - /, 3.~ o. ?6 . ~ Z Q ~~ # ~ Boring ^ pit Gramd surface elev. ~~ y° ft. Depth to limiting fador l/ 3 in. Sal Appliption Rate Horizon Depth Dominant Color Redox Description Texture Strudure Consistence Boundary Roots GPDlftz in. MunseN Qu. Sz. Cont. Color Gr. Sz. Sh. `Etf#1 `EN#2 -// i~ / - m os ,n ~ - - ~ ~ / Z 'Effluent #1 =BODE > 30 < 220 mglL and TSS >30 < 150 mg/L - ~muent if1 = t3~u5 < 3v mgrs ana i 55 < su mgrs Address Date Evaluation Conduded Telephone Number =rr 3 ~a ~ s~ ~,Ytrs~-~~, ~- Syozs~ ____ Z - ~~ - a ~ ~~s-Zy~ yoo~r flZ . ~~ Property Owner 1~ n 7 "~ Parcel ID # ~~ ~ of Boring # ~ ~~ Pit Ground surface elev. ~~ ft Depth to limiting factor / ~_ in. Soil Application Rate i H Dis th Dominant Color Redox Descxipt~ Texture Structure Consistence Boundary Roots GPDJftz zon or p in. Mansell Qu. Sz Cont. Color Gr. Sz Sh. 'Eff#1 'Eff#2 1 G-IZ 3 z- J S' 2~nae r C S ~~ . s . 8 ~_ ~ - a m ~ -- - , ~ .2 Boring # ~ Boring ^ Pit Ground surface elev. ff. Depth to limiting factor in. SOii ~~~ ~~ Horizon Depth Dominant Cdor Redox Description Texture Shvdure Consistence Boundary Roots GPO/ft~ in. Mansell Qu. Sz. Cont Color Gr. Sz. Sh. 'Eff#'t 'Eff#2 Boring # ~ ~~ ^ Pii Ground surface Nev. ft Depth to limiting factor in. Soil AppGgtion Rate Horizon Depth Dominant Color Redox Description Texture Stricture Consistence Boundary Roots GPD/ftz in. Munsefl 11u. Sz. Cont Color Gr. Sz. Sh. 'Eff#1 'Eff#2 'Effluent #1 = BODS > 30 < 220 rrg/L and TSS >30 < 150 mg/L ' Effluent #2 = 8OD5 530 mg/L and TSS < 30 mg/L The Department of Cortnnerce is an equal opportunity service provider and employer. If you need assistance to access services or • need.~aterial in an alternate format, please contact the deparhnent at 608-266-3151 or TTY 608-264-8777. S$D-83~~ 807/00) _ .. ~ • • '+ •. fi PAGE~OF Tl~A~_~ ,~ -~ ~ TOT# ~ `~ LEGAL DESCRIPTION ~ ~ ~/~ ~ ,S ~ ~ T Z9 N R ~ ~ E(orifW SCALE:1"= ~O BM 1 ELEVATION ~~~) • D BM 1 DESCRIPTION ~T ~ ~~( ~OG(~v~A PPC~ BM 2 ELEVATION it// ~- BM 2 DESCRIPTION ~(i/f~ SYSTEM ELEVATION y3 , ~D ALTERNATE ELEVATION 93, ~~~-> CONTOUR ELEVATION ~, f N ~~, ~c SIGNATURE i~v~- /~ ~ ~ DATE Z - Z S? - aZ i ~, ~ r~ .. ..._..._ ... ".....v_.~..,u.,,.,., M~,N WEATHERPROJF LACKING GOV~R .IVNCTIOr+ LvA~N ~,u~ ,c ABE,I . 8c„c 4UICK D~«VtG7-~ y ~, ~ ~.' > "4~~ I~' . Pv~ ~ ~ ~~ ~' u ~I 4" 4 0 ~~:;,.:24 I.D, '' PENT ., ,~ ~~wciv A +~q$ "~ q , Q~ ,.•~, _~ ~FLES j 4 ~ a 1 qc 3' ono `"Y ~.i baX, ~ •c~`v-O ~ON - Gc~uKo ~ 1:~~~/v :h OwY1.ar~ ~,Z ~Z-~ (XF PUMP ~ ~ ~r CorvCRFr'c ~' 6coCK I ~, ~, ~'° PIPS 3' p t1NDISTuR~D \ SDIL i~ r aWuovc.~. i cT ~M'J ', D 11G ,EC,TIOKS ~v. SEPTIC f OSE 'AU..S LARr1 UMP SPEC(FI~CATIOIJ$ ~~ -~ w ~w ~ 5 S MA~IUFACTURC:R: TA-JK SIZC ; ~ ~~ y ~'~ GALL01J5 niwuFACruRcR: s ~ ~' l ti~Y~ i'10DC L WU{hbCR ~ . 1 o.i 1-} v~ ~wITCH TyPC; ~~`"" '"`b ~~ ~ /^1AIJUFACTURCR; - ~"' ""`~ ~ MODEL 1.1UMDCR; SHL~= 'D JWITCH TyPC: ~Q'V"~'v w h11-JIMUM OISCHARfiF RATt 3o rM UMBER OF DOSES. PEK 0~~ oasE VOLUME q IIJCLUOING OAGK/I.OW: r g' 7 GA~~ oN5 cAPACITIES~ A= ~g'g wcNCS oK yL9'~ G~cco~s C • 5'Z wCNCS off ~~~,[~ o~~~o~; D" '° INUHES OR ~' I Ga~~~~J: IJOTE: PUMP A1JD ALARM ARC Tp DC INSTALLED OIJ SE PARATC CIKC:.ir; _RTICAL DiFFCRCAJCf DfTWCCU PUMP OFI AUO OIJTRIDUTION PIPE„ _,,~Z FEET ~'• M~,ulnuM uETWORK SUPPLY ~RfttuRE FCET . X30 FCET OF FORCC /'1AIN X ~~9~,F~0/zFRICTIpIJ FACTOR,._SC:~~ FEET t~ ~~1 w - Tor~L D~uAMIC HEAP /Gr.•~ FE.ET ~~ , tER1JA~. DIMEIJ6.IpIJG '0/ TA-JK: LE-JGTH ` J-`„ 211 4 2 ;4~liDTH ~._., ~ LIQUID OE PT H ~a~..~ l ~, R I.. l,K. POWTS OWNER'S MANUAL 8Z MANAGEMEN•T PLAN lLE INFORMATION, Owner Q,,,~ ~, ~4-Q Permit # DESIGN PARAMETERS Number of Bedrooms 3 ^ NA. Number of Commerdaf llnie ,~' NA Estimated flow (average) l~ Q I/day Design flow (peak), (Estimated X 1.5) SD gal/day Soil Application Rate r'° Z gaVday/ft2 Influent/Effluent Quality Monthly average* Fau, Oil 8t Grease (FOG) s30 mg/L Biochemical Oxygen Demand (BODs) <_220 mg/L Total Suspended Solids (TSS) s 150 mg/L Pretreated Effluent Quality ' ^ NA Monthly average* Biochemical Oxygen Demand (BODs) <_30 mg/L Total Suspended Solids (TSS) s30 mg/L Fecal Colifonn (geometric mean) <_ 104 cfu/ l OOmI Maximum Effluent Particle Size ~ inch diameter SYSTEM SPECIFICATIONS ___ -_ race Qi r Septic Tank Capacity 1~D a al ^ N~ Septic Tank Manufacturer ~~ ~ ^ N~ Effluent Fitter Manufacturer ~ ^ N? Effluent Filter Model ~-f p p ^ N~ Pump Tank Capacity ~~ gal ^ N? Pump Tank Manufacwrer ~,~~~ /7' ^ Np Pump Manufacturer ~~~ ^ N? Pump Model S~ ~ b ^ Ns Pretreatment Unit ^ NA ^ Sand/Grave! Filter ^ Peat Filter ^ Mechanical Aeration ^ Wetland ^ Disinfection ^ Other: Manufacturer Dispersal Cell(s) Q~-In-ground (gravity) ~ ^ In-ground (pressurized) ^ At-grade ^ Mound ^ Drip-line ^ Other: * Values typical for domestic (non-commercial) wastewater and septic tank effluent. * * Values typical for preveated wastewater. MAINTENANCE SCHEDULE Service Event Service Frequency Inspect condition of tank(s) At least once every ,3 ^ months rear(s) (Maximum 3 yrs.) Pump out contents of tank(s) When combined sludge and scum equals one-third (Ys) of tank volume Inspect dispersal cell(s) At least once every 3 ^ months ,i~'1 year(s) (Maximum 3 yrs. ) Clean effluent finer At least once every j ^ months ~'year(s} Inspect pump, pump controls az:alarm At least once every .~ ^ months i,~year(s) ^ NA Flush laterals and pressure test At least once every ^ months ^ year(s) A Other: At least once every ^ months ^ year(s) NA ocher: At feast once every ^ months ^ year(s) ~ NA MAINTENANCE INSTRUCTIONS Inspections of tanks and dispersal cells shalt be made by an individual carrying one of the following licenses or certifications: Mast Plumber; Master Plumber Resuicted Sewer; POWTS Inspector; POWTS Maintainer; Septage Servicing Operator. Tank inspectoor must include a visual inspection of the tank(s) to identify any missing or broken hardware, identify any cracks or leaks, measure tf 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 irupected 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 falling 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 (Ys) or more of the tank volume, the entire contenu of the tank shall be removed by a Septage Servicing Operator and disposed of in accordance with ch. NR 1 13, Wiscons Administrative Code. The servicing of effluent filters, mechanical or pressurized POWTS components, preu•eatement componenu, and any other maintenance or monitoring at intervals of 1 Z months or less shall be performed by a certified POWTS Maintainer. A service report shall be provided to the local regulatory authority within 10 days of completion of any service event. START UP AND OPERATION For new construction, prior to use of the POWTS check treatment tank(s) for the presence of painting produce or other chemic that may impede the treatment process and/or damage the dispersal cell(s). (f high concentrations are detected have the comer nr rhn ranlr(S~ ramovacJ ~y z SPn[a>ze ServiUnR operator prior to use. • Vote !o(.` System start up shall not occur when soli condltlons are (roan at the IntUaatlve surface. During power outages pump tanks may flit above nomul hlghwater keels. When power is rtistortd the excess wastewater will be d'ucharge4 to the dispersal cell(s) In one large dose, overloading the call(s) and may result In the backup or surface discharge or effluent. To avoid this situation have the contents of the pump tank removed by a Stptage Servking Operator.prior to restoring power co the effluent pump or contact a Plumber or POVYI'S Malntalner to assist In manually operating the pump controls to restore ncrmal levels wlthln the pump tank. . Do not drive or park vehicles over unks and dispersal cells. Do not drive or park over, or otherwise dlswrb or tontpact, the area wlthln 15 feet down slope of any mound or at-grade sot( absorption area. Reduction or ellminatlon of the following from the wastewater stream may Improvs the performance an4 prolong the lift of the POWTS: antlblotlcs; baby wipes; cigarette butts; condoms; cotton swabs; degreasers; dental floss; dtap~rs; dlslnfectanu; tat; foundation drain {sump pump) water; fruit and vegetable peelln¢sj gtsoAne; grease] herblddas; meat scups; medications; oil; palntlnR products: nesticldes: sanitan Hankins: tampons; and water sofuner brine. ABANpONEMEN? When the POWTS tails and/or Is pemtanently taken out of service the following steps shag be taken to Insure that the system is properly and safely abandoned In compliance with ch. Comm 83.33, Wisconsin Admintsvatlvf Code: • All piping to unks and plu shall bs dlsconnvcted and the abandoned pipe opsningx sealed. • The contenu of all tanks and pia shall be removed and property dlspossd of by a Septag~e Servicing Operator. After pumping, all tanks and plu shall be excavated and remove4 or their covers removed and the void space filled with soil, gravel or another Inert solid material. CONTINGENCY PLAN !(the POWTS falls an<t cannot be repaired the lollowtn¢ measures have been, or must be liken, tv provl4e a code compliant replacement system: D A suitable replacement area has been evaluated and may be utilized for the location of a replxement soil absorption system. The replxement area should be protected from diswrbance and compaction and should not be Infrtnge4 upon by required setbacks from existing and proposed swcwn, lot ltnrs and wells. Failure to protect the replacement area will result In the need for a new Boll and site evaluation to establish a sultaWe replacement area. Replacement systems rnust comply with the rules In effect at that tlrne. O A suitable replacement area is not available due to setback and/or soli ifmlptlons. 6arrtng advances in POWTS technology a holding tank may be Installed u a last resort to replace the failed POWTS. D The site has not been evaluaced to identity a suitable replxement area. Upon failure of the POWTS a sot( and site evaluation must be performed a locate a suitable replacement area. if no roplacemant area IS available a holding tank may be Installed as a last resort w replace thr failed POWTS. D Mound and at•grade soil absorption systsms may be reconstructed 1n ppace following removal of the biomat at the Inf)luatlve surface. Rrconswaloru of such rystems must.compfy with the ruks In effect at that time. < <YVA1tNING> > SEPTtC, PUMP AND OTKER TREATMENT TANKS MAY CONTAIN LETHAL GASSES AND/OR 1NSUFFIGIENT OXYGEN. DO NOT ENTER A SEP11C, PUMR OR OTHER TR]EATM)tNT TANK UNDER ANY CtRCUMSTaNCES. DEATH MAY RESULT, RESGUE OF A PERSON FROM THE INTERIVR OF A TANK MAY QE DtFFICU~T OR tatnnccrai ~. . ADD171C+NAL COMMENTS POWTS INSTALLER Nan,e /ovv SrnJV LS»z Pu36- Phone 7(,S 235- ZL SEPTAGE SERVICING OPERATOR (PUMPER Name Phnnt POWTS MAINTAINER Narns tel. S~NZ ~G t~ z ~~ Z/S- z3S- ZL LOCAL R>rGULATORY AUTHORITY Agency ~i/~ Cy/'D I K ~p Jrfi N hen 7 S ~!o R ~~ 'roperiy ST CROIX COU1~iTY SBP'TIC TANK MAINTBNANCB AGRBBMBNT •-AND OWNgRSHIP CB,RTIFICATION FORM ~= ~or~L ~~~g~ q~~~ ~~' ~M ~~ S -uua wa (`Jer'iflCation requliCd from Planning Department fot mew construction) Q m m ~~ Parcel Identification Ntunber d I~ ~- ~ ~Q ~ 5~ _~~ )ESCRIPTION ' n s { . % ~~~ `/~, Sec. ~ ~ . T~ N-R ~? W, Towa of ~ C~' hn h~OY~ ,ocatto ._ ~ ._.~ ~ I -n V ~ ~S~- ~ ~ ~ S i r' ~ [ O Lot # ;f ~ ~ ~ ~ ~ Volume ~- .Page # ~O Survey Mar # C+ Deed # Zoo ° ~ Volume l r~ Page # .~,_ V Spec hose ^ yes ~~ no Lot lines identifiable ~ yes ^ no .. ~~ failure to handle wastes. Proper mainteaanoe I roper nse and ma;ateaaaxof your septic system could result is its hcensod Wi~at yon pet into the system ooasis~ pumping out the septic tank every three years or sooner. if ended by pia the function of the septic tank as a treatment stage is the waste. disPossl a ce=tificatioa foam, argued by the owner and by a pc+opexiy owner agras to submit to SL t~coix Zoning Departnu~ ~at(1) ~ on-cite Rrastewaterdit~a~+`Y~a° ~iuaeymaaplumber, restrictodphtmbec m a lieensedpumpor'verifY3n8 ~ ~c tank is loss than 1!3 full of sludge. is is operatingconditionand/or (2) after iaspectioa and pumping (if )~ ~ and ~a ~ the private sewage disposal system with the standards >~ ~ have read the above requireau of Natausl Resources, State of Wisconsin. Certification sd forth, as set by the Departtent of Commerce and the Departmp-t ~ 1he St. Croix Oonnty Zoning Office within 30 ~g your septic system has ban maintained must be completod and rct<unul of year expire ' da ~ o~ DATB ~(~.tA OF APPLICANT p R ~R' CATION our knowledge. I (we) am (are) the owner(s) of I (we) certify that all statements on this form are true to the best of meryof Deeds Office. ~ desen'bed a ve, by virtue of a warranty dad recorded is Regist ~~~ DATB r~(~A OF APPLICANT Any inforniation that is mis-repr~esentcdmay result in the sanitary permit bong evoked by the ZoniaB Department. "`«*s+ ssssss as Ind de vrith thts appRcatioa: a cramped warranty deed from the Register of Deeds office a copy of the certified survey map if referenoa ~ made in the warranty doed . , . ~~~ 1520PAGE 93 a STATE BAR OF WISCONSIN FORM 7 - 1999 Document Number TRUSTEE'S DEED Robert J. Richardson as Trustee of Kusilek Charitable Remainder Unitrust created May 18, 2000 for a valuable consideration conveys without warranty to Ronald C, Bonte and Glenn Knudtson Grantee, the following described real estate in St. Croix County, State of Wisconsin (if more space is needed, please attach addendum): NE '/~, except the following parcels: (1) East 38 rods of the North 31 rods of SE'/, NE'/< (2) South 19 rods of the East 38 rods of NE'/. NE'/. (3) North 461 feet of the East 1324.53 feet of N% NE'/. (4) Lot 1, Vol. " 2", Certified Survey Map, page 417, being part of the SE% NE'/. All in Section 16-29-17. , 2000 018-1033-80, 018-1034-00-100, _018-1034-10,20,30 Parcel Identification Number (PIN) Dated this ((r day of June * Rober ichardson _ _ ____ " ustee AUTHENTICATION Signature(s) Robert J. Richardson authenticated this ~(m day of June ~ /"i , 2000 STATE OF Wisconsin ) ss. St. Croix _ __ __ County Personally came before me this day of June 2000 the above named * T,c~{dyrl A 5- ~ • ~ c-kca~ ,ate ~~-fL TITLE: MEMBER STATE BAR OF WISCONSIN (If not, __ authorized by § 706.06, Wis. Stats.) "fHIS INSTRUMENT WAS DRAFTED BY Thomas R. Schumacher Bakke Norman, SC (Signatures may be authenticated or acknowledged. Both are no[ necessary.) Robert J. Richardson to me known to be the person(s) who executed the foregoing instrument and acknowledged the same. * Notary Public, State of Wisconsin My Commission is permanent. not, state exptratton ate: •) * Recording Area ,J~~ 65007 KATHLEEN H. WALSH kEGISTEk OF DEEDS ST. CF~OIX CO., WT RECEIVED FOR RECORD 06-19-r?040 9:30 AM TRUSTEES DEED EXEMPT # CERT COPY FEE: COPY FEE: TRANSFEk FEE: 900.00 RECORDING FEE: 10.00 PAGES: 1 Name and Return Address - THOMAS A. McCORMACK .Attorney at Law 1020 10th Ave. PO BOX 2120 Baldwin, WI 59002 Trustee ACKNOWLEDGMENT * Names of persons signing in any capacity must be typed or printed below their signature. ~~rormarion Proresslona~s company, Fond au t_e~, wi 60055-2021 STATE BAR OF WISCONSIN TRUSTEE'S DEED FORM No. 7 - 1991 ~ ~ ~ W U S W t n[ a f t ' + 22~ ' ~ ap 1 I UWW^y 0.O 1 C 1 h IW u I UNPL A TIED LANDS 1 -lo , , a - ~ - 1 ........................................ Z ~ O 2 • 1 1 1 . ~~~~ W 1 1 v>ua , Q W ..1 W 1 W 4] ~ ~. 2654.44 '1 1 1 EAS7 LIN£ OF THE NE fi4 _ _ r _ b ~' 1 _ L _ Y _ ~ _ _ ' COUNTY TRUNK Soo° 35' 45" E n 539.69 W 27 Noo°35' 45 -- _ .5.34 ; J ........ ...... -------- . .. ° ~ f ) ~ - DED 1 CATED TD ' THE PURL 1 C T TO' 23® --- ~'~.~ : • ~_ ~1I~ - - - __---236.65'-------~ 66.06 . $ ---- r------ I g g SOO 1 '35' 45•E I ' 1 ' i 541.61' $ o m~ ~t ~ f~: -. 1 33 33 ti , •.y' A A A V 1 I ~ • LO 1 ...., ..... 1 ^ 1.1 ~ .. ~ : w~ 1 A ....... .. ....... ... SE78ACK LINE .. .. ...... ' ~ n ti .. '~ ' SETBACK LINE 1 `'. ~: ~ M Q ; ,OC 1 M M i -_ ~ 3 ~ ~ ~: 3 31 1 Q.: oA ti I ~ 3 ~ ~ ~ l O ~ N CQW iv N ;" ~ ~ ' Q1 w of I ~~p pNj CV 8 : ~ ~: ~: : ~ n i. N: ~~ 1 j,: N m ~~o n Qcn ~ "e' `` p 0 aN v ~ ~ °pg o b W U Z~I ~' Z ~ ti N 1 ~ ® l • w • ~ p , O N O r„ „ ~ m ..~ 1 O. i ~ QO J . . ~ I i ~ J 1,os N^ o0~ ~ >: I ; Lll N^ i i oD (SOO•00'00'E) , ~ p u a. _ O _ ~: ~ a L: c ' CO J: ~ '° `O ~ '® ~ SOO° 351 45 E ' i V7 325. 00' ~ ~~ ~ rnv N O~ N SOO.35' 45'E 646. 73' y In ~ O v U cn ~ Q 1- v O ti ' H: ~' -.J • ~ M N 10 cnn• aS' 45' F 602. 85' MATCH ~ ~i ' Q 1 ,~ ~ Q , 2g9' g I ~ : N I I ~,GE F}tEl~ Noo•~e' ~e•r 25' G~. na• I~ SOO° 35' 45' E 236. 84' O, ~ Mll•py i 1 1 I 1 I 1 1 ~ 1 ~ ~~ M ` ; ~ ~ ~ F- ®~ °.P v y~ ©~ ~ .~ ~~ 2 z . ~/, a~ a+ u. ~D ~ Oz 1 ~ , ~ ~ 1 I 1 ~ , i 1 ~ 1 1 ~, , 1 QI ~ , 1 IQ i. N , , ~ ' M 1 ~ v .OC ~ N N ~ ~ ~ ~' ~ '~ ~ ® M a ' ~ N .fF'.Ff 1 ' '. C 1 O ' 1 ' 1 ' 1 / I W ;o r 1 ~ h ~ _o, h ~ ~ ~' N N /- N 1 ~ 1' ~ ~ ~ ri , ~ ~ Z ] ( ] W J W 1 ~ I 1 Y 262. 00' DRAINAGE AF Ilw~. i l l s.\ \\\\\ ti ~ ~ W W e ~ fY ~ = U (A Q y A N ~ ~ y A ~ O M ~o ~ J ~~ v ~o O) h NOO°44' 15'W 424.86' ti ~ _ ip [Y O ;,, U V V) O ~ m h M ~ O O) th h N H -`.i In O N M NOO' 44' 15' W 461.07' L ! NE nl ~ ~1 1 ~ ~ 0 J w 2 a a a b~ yh 3 r- H Q W PREL 1 M I NAR Y PLAT OF PHEASANT HILLS FIRST ADDITION LOCATED I N THE NW 1 /4 OF THE NE I /4 AND 1 N THE SW ! /4 OF THE NE ! /4, AND ! N THE SE 1 i4 OF THE NE r i4, ALL t N SECT 1 ON r 6, T. 29N. , R. 17W. , TOWN OF HAMNOND, S T. CRO ! X COUNTY, W I SCONS ! N L OCA T l ON SKE 7CN Arruuan~er~s)ot~r/a _ _ _ eE rn rECr~a 1~. r.rEr., e.lrr. - ----------------------------- AMIG11L11M[ t4f ' r- ------ , I I ; _P .1.K~l.bf.~i......,..G T.J.f....l.~l?. ~ . I s R.!!EY:... ~._ P ~ '` I rnr-+1rE i rE-«l j 12 f -- ' - -: ~ ----- ~ ------- .~n, ~ ~ --~---------- 5 ?Qp0 ~~NING pFF~CE Gf p ~. 00• _. ~ TN t9 ILA7 ~.: .. ~ ~ 9 ~ :~ __ ~ ~ j lM0 •GlE) .. .. KCTId It~ P ~ ~ tNNPW1TIEQ I.AMDS ~Irrrie. wren 3 ~ oe• a•e sr~.io' - I ~ sae e. ~~ ~~:* k~ ., • ~ rq/ ~~ ~ ~ OWNER: Ec-so eu. • eri ererr e.a=o• 4 sC~~ ~ ~ ~~~ ~ ~ rorr I>rw enr[r _ ~ waeeee. n ewre "~ ~ - ; _ _ _ ~ ~ SURVEYOR: ,ate r e[eew area ~ ~ r ..~ ». ~ _ • raea-+roel uro elrr~rrrr. IM4 ,,.. ~, ,.e ero aeaa en1aT ...._.;• ~ ..._$ :.._.._... ~ .... _... !~ ~ ., ~~ ~ ~ awrsi sir wnl ,..... t i ,p _~ s-r 14.m,1~c ,tom '.•- ~ ~Oi APPROV 1 NG AUTHOR 1 T 1 ES: • ttr00 ilClltt/i I i-. ,,. n. aerr< earn e-ta ' ... r~r rt wane aea ~ t. e ~ ~c. ' ` Ld4' ei ~ te.w4~cs~ t.~ AGE. " ~ ~ C.~R_..:1-£..~ _. y" ' .~ ~erla rllv/tD _. - _~ •e,gy~ptRrr•r-eYlt/~/ ~ j ~. _. ~• ~~ - :; ~,~~ PREL lMINARY PLAT . - ~- rXNTIr MwO1M - a1nM. ~ Neb+e~~feber $ut~ej'tIIa. IIIc ~'~ .-1...a...~ wr reea .~.~ .~. . Irwler asn s rerrerr can ~e • Ir/aror aen ear a oemrrl t00i0Gra0 • • eeeoeeue Pump/Motor Unit Submersible Automatic Model SHEF30A1 Horsepower .30 FuU load Amps 8.0 Motor Type Shaded Pole (4 pole) R.P.M. 1550 Phase 0 1 Voltage 115 Hert: 60 Temperature 120°F Ambient NEMA Design A Insulation Class A Discharge Size 1-1/2" NPT (38mm) Solids Haring 3/4" (19mm) UnN Weight 30 lbs. Power Card 18/3, SJTW, 20' std. Materials of Construction Handle Stainless Steel lubricating OB Dielechic OB Motor Nousbrg Cast Iron Pump Vohrte Cast Iron Shah Steel Medraricd Shaft Sed Seal faces: Carbon/Ceramic Seal Body: Anodized Steel Spring: Stainless Steel Bellows: Buna-N Impelhsr Engineered Thermoplastic Upper Bearing Cast Iron Sleeve Lower Bearing Single Row BaU Bearing Legs Engineered Thermoplastk Fastener Stainless Steel 9 30 6 ~ 20 3 t 1(-S~' ~ S 6 0 Capatiry-U.S.6.P.At 0 10 ZO 30 l0 SO ldxs/Se(ad 0 1 Z 9 Dimensional Data 33~_~z~ W.~.- 3'-1 r1 5•-7la (89) (149) ~0 4•-~n (114) 3••1 (s9) i •-~n (ae) NPT 3"- Yt DISCHARGE (89) 1~ tt"a/a (301) 9'-1/2 (241) 8'-7/a) PSMP~6N 3"-3/4 (95) All dimensions in inches. Metric for international use. Component dimensions may vary * 1/8 inch. Dimensional data not for construction purpose unless certified. Dimensions and weights are approximate. On/Off level adjustable. We reserve the right to make revisions to our product and their specifications without notice. I~ HYDRCIMATIC Pentair Pump Group USA 1840 Raney Road Ashland, Ohio 44805 Tel: 419-289-3042 fax: 419-281-4087 -Hour AuThorized Inml Diskibubr - CANADA 269 Trillium Drive Kikhener, Ontario, Canada N2G 4W5 Te1:519-896-2163 Fax: 519-896-6337 © 2000 Hydromaricm Ashland, Ohio. All Rights Reserved. Item #: W-02-6350 7/00 8M Details Pump Characteristics Performance Data