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HomeMy WebLinkAbout016-1021-80-200C e M r~ ~ ~ a ^^dQ ~' N ~.. C O O N O y `~ h v 'e _~ • }N V *~ • r.a ~V •~ O r~ r O R5 O C L~ CC C t~ u A c 7 LL 3 `~ v i' ~ Z N ~ W .. ~ _ ~ ~ ' _ ~ i .~ ~ Z ~ m m o N W a m .- H Z ' c C7 O 2 d' U ~ ~ fn F- r C ~ z z v ~ ~~ m M ~' M ~ Vl 01 ' _ O ~ N - R i a ' v a :° ~ ', ~ ~ m ' i co a o ~ w m w I' U a a a o 8 a 3 ~ o ~ i'' m o 0 fn J V ''. ', U O O ,. ~ ~ m N O\ ~- (n O ~ L O 'p _ ~ ' M 00 ~ w O ~~ '. M 3 W W O C ;' ~ N C O N ~ p N p O ~ C W N ~ ~ ~ >~ > '0 3 O ii ~ ~ C N N ~ N W O ~ U' ~- ~ O T ~ E d ° a a ~ *_k - a. d U I d y C L ', I 7 C ~ 7 U a I ~ O V1 V ~ o ~ °~ I I I I I ~ I I z° ~ I o ~ C N O O Q w I I o I U C Z N 'a ~ M .~ ~ C ~ O ~ " I z° I ~ I N N x_ I ~ ~ m ~~ ~ _~ o I N d a ~ N I ~ o I z ~ ~ I ~~ I Q ~ } I Z ~ o _ ~ r ~ ~ ~ ~ C0 r O Q n - O O ~ _ ~ W pUj ~ (6 c~j n- O O N ~ ~ N N O ~ M _ ~ ~ o I N "00 C ~ N ~ O N U ~ I Z Y ~ UJ I I ~ ~~~ JAN { 3 #' f='r~ 6 9 2 3 1 8 ~ 6 PAGE 4384 + KATHLEEN H. MALSH REGISTER OF DEEDS v - `~ ~ ~' ~~ rr ~' ? ~ ~ 5T. CROIX CO. , MI 'F'7 CERTI FI E~ S~V RV "'Y MAP RECEIVEfl FOR RECORD LOCATED IN PART OF THE NE1/4 OF THE SE1/4 OF ie-01-2002 e:30 AM SECTION 10, T30N, R15W, TOWN OF GLENWOOD, ST. CERTIFIED SURVEY ?fAP REC FEE. 13.00 CROIX COUNTY, WISCONSIN; BEING PART OF LOT 2 COPY FEE: 3.00 OF CERTIFIED SURVEY MAP RECORDED IN VOLUME 16, PAGE 4255 AT THE ST. CROIX COUNTY REGISTER OF DEEDS OFFICE_ E1/4 CORNER OWNER SURVEYOR SECTION 10 WAYNE AND TORLETA YODER EDWIN C FLANUM 3098160TH AVE. NORTHLAND SURVEYING, INC. GLENWOOD CITY, WI 54013 P.O BOX 14 L~Oc~_ 9 ROBERTS, WI 54023 ~~~ ~a N88°52'21 "E ~ sow ` ~ d_Odo_z~A G°PC~ao_~3 ~ ~ 3.00' ~~`F ~ ~ - - - - - N86°S2'30"E 433.36' N 0 w O~ ~~~ Z.pe w w~~ ~d0q~ CN7 2 W Z~? ~I C~ i ~; ; ~~ ~~ ' ' ' a, a f ' o; a ,~, ~ oo ~ , ~ ~i i ~ ~' ~' o ~ ~ ~ , a' ~' ~C~ , ~I V c~. vO ~ o ~I Ity i M h N O 0 r Z LEGEND ALUMINUM COUNTY SECTION CORNER MONUMENT FOUND ~ 1' O.D. IRON PIPE FOUND ~ 1' X 24' IRON PIPE SET, WEIGHING 1.13 LBS PER LINEAR FOOT ~ 1' STEEL SURVEY MARKER FOUND ^ 3J4' REBAR FOUND • • • • • • • • • • 100' ROADWAY SETBACK L~4_~ (~~~il as MOd° 9 ~9 PC~° 4~~~ LOT 4 7.92 ACRES INC. RNV 345,2os sca. FT. 7.36 ACRES EXC. RNV 320,537 SO. FT., ~ ~~ EXISTING HOUSE J I02 IDS 0 -~N ~ i ~- r o p~ Iv~ N I i i J ~I N b r' 0 j t!J ~ ~ O w Z _ I WI W~ ~~ 1'- ' 33' I ~~ o' T ~ I M ' ' I 1~ O d' I h .~` ~ N_ ~ r ` r I ~ I ~2 C l~ 0 I I~ t S133HS z d0 l 133HS SSZt~ afied 9L'la/~ 10-L-zl ~31`da LL-l0'ON 90f NOS~~Id313`dHOIW J,8 Q31dVHa 1N3WnF11SNl SIHl Ol N01103S a3NFi00 3S .~ W ~~ ~ ~ I ~ 00'£E I i~ ~~ I 9 I !~ I ,'~ -~ r `,o~N m~ o ~ ° ~ I C~ , ~ m I ~ G'r O m j Q ,~ ~ N A I~ ~ m o ~m A ~~ ,, I - ----------------------- ~]J~C1~i]d L~ a-- aJG]!~O ~a[~C>~l~ C°J~7~C~1~.1[~W i ~ ~ ~99~ M„ ~Z~ZSo$SS L t'E£b ~loeel3s ~dMadoa ,ooG .............~ dlda a3aaoo3d ~-ISnoln3dd () oN(IOd ab'83F1.b/E ^ ONnOd d3~ItirdW 1,3AtinS 1331S . 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'JNIA3AlinS ON1{1H1~lON wnNVl~ o wMa3 ao~nans slObS IM'1,1.t0 dOOMN3lJ '3/1d H1091960E d3Q01~ t/13l»Ol ONV 3N~b'M a3NM0 aNnOd 1N3Wf1NOW ki3Ntl00 N01103S /.d.NnOa WnNlWnlb 0 a 0 V aN3J3'1 g ~ ~ ,~J ~° ;~ `,~ ~o ~~ ~'~ ~ ~~~ mz~ vmcn ~p$ m ~m,mn ~m t~m~ oAm ~~n ~~,v '~~o ~~ ~zm 0 N --- ~--, ,, ,, ~~ `~~ ~} /~ I o -----o~--n-6V' ~~OLJU ' ~( I 4 -b(O~7 i i r 'NISNOOSIM `JLLNft00 XIOaO Wisconsin Department of&ommerce, PRIVATE SEWAGE SYSTEM Safety and Building Division ,i-`. -~'' ~ INSPECTION REPORT GENERAL INFORMATION (ATTACH TO PERMIT) Personal information you provide may be used for secondary purposes [Privacy Law, s.15.04 (1)(m)]. 'ermit Holder's Name: City Village x Township Yoder, Wa ne Glenwood Townshi :ST BM Elev: ~ Insp. BM Elev: BM Description: SANK INFORMATION LEVATION DATA TYPE MANUFACTURER CAPACITY Septic ' 1 ~ 5~ W ~~ /~ Dosing ~.e9'~ia ;~ Aeration Holding TANK gETBACK INFORMATION TANK TO P/L WELL BLDG. Vent to Air Intake ROAD Septic ~ '~( ~ ZS ~ Dosing ut ~~ u Aeration Holding PUMP/SIPHON INFORMATION ~{ '"'' ~ Manufacturer Demand Model Number ~7 ~~Z ~Cj~ T H Lift Friction Loss ~ System Head TDH ~ Ft b.°l~ o • 35 3.75 0 •~~ orcemain Length t Dia. Z is Dist. to Well v SOIL ABSORPTION SYSTEM county: St. Croix Sanitary Permit No: 408290 0 a~ Pfb n~No~ ~~OO~p p #~ arcel Tax No: 016-1021-80-100 STATION BS HI FS ELEV. Benchmark ,/ `~'~ 0 ~0 1 I. r Alt. BM 3•`~ 1~•~ Bldg. Sewer ~'c~ ('~ f SUHt Inlet ~ O 3 46'}0 ~ St/Ht Outlet Dt Inlet Dt Bottom ~o .~a c q3. o Header/Man. 3• ~ (~ . ~c Dist. Pipe ~ 3 1 e0.b~ Bot. System • D6~. OZ ~ al G~1wiLl ~ ~t '• St Cover BED/TRENCH DIMENSIONS Width ~ ~ Length ~ ~'• 2 No. Of ireneher~ 2 ` I ta7l~ ~'S PIT DIMENSIONS No. f Pit Inside Dia. Liquid Depth SETBACK INFORMATION SYSTEM TO P/L BLDG WELL LAKE/STREAM LEACHING CHAMBER OR Manua r: T ype~Sys~t~M~ ~ zS ~ ~~~ ` Jam, UNIT el Number: D15TR16UTIQN SYSTEM Header/Manifoldr ~~ Length ~ •~ Dia 2 ~ Distribution ` ~ Pipe(s) r t Length 1y ~ Dia ~ 2 Spacing Z" Sb x Hole Size/ ( i ~ 3! J x Hole Spacing S. O t Vent to Air Intake ^---'^ SOIL COVER x Pressure Systems Only xx Mound Or At-Grade Systems Only Depth Over Depth Over xx Depth of xx Seeded/Sodded xx Mulched Bed/Trench Center Bed/Trench Edges Topsoil ~ Yes ~ No ^ Yes 'L] No CO M TS: (I elude is ~~ies,,per s present, tc. Inspection #1 _ {ttspec6on #2: ~~ T-=~ Location: 1638 310th Sntre-et_Gle,n~1wood City, 54 13 NE 1/ E 1/410 T29N R15W) NA Lot 2 Parcel No: 10.30.15.1690 1.) Alt BM Description = ~ S'u ~ ~ ~~ S`~~ 2.) Bldg sewer {ength = ~ s - amount o coverDl ~$" 3.) Conto r qq ~~ f u-o ` (~ W ~K - --ti r-- --- ~~ '~/ C Pfa Required? s I N'~~ Q I D7~~ t II Use other side for additional i ormation. ' ~i_ ~ l i_~ _ __ - ~ J SBD-6710 (R.3/97) Date ~ nsepctor's Sig ture Cert. No. ' ' Safety and Buildings Div~~en Cry +' 201 9V. Washington Ave., P.O. Box 7162 / ,~`C-®~S~n Madison, WI 53707 - 7162 Sine Address Department of Commerce ! / 8-~ -0 z, 4 9d/ i (0 3/0'~ fT 6es~ sy~~3 Sanitary Permit Application sanitary Perrot Nnmber ~ In accord with Comm 83.21, Wis. Adm. Code, personal information you provide Z~ ^ Check if Revision ma be used for seco ses Priva Law, s15. 1 I. Application Information -Please Print All Information I.D. Number ~, ~ g.. f Property Owner's Narne ~,q /~ C ~D ~c /L `~ , , ~~x~ 2 6 20 Parcel umber ~ ~ v 2 ~I~~ioZl -~bf Property Owner's Mailing Address ST. C?OIX COUN ;FroPe }~on ~ ~ ~~~ ,, / ~/ ~ ~ e ~ ZGPIfvG UFFIC S~ D D ~ ~ w (/ S4; S N, R 5i T City, State ~o r~ ~G~ ~ Zip Cade Phone Number ~r Lot Number Block Number ~~ / ~ s~oi3 ~_, Subdivision Name CSM umber 2 G S~/ S Z II. Type of Building (check all that aPP1Y) ^City ~ 0~,~ ~or 2 Family Dwelling -Number of Bedrooms ^Villago ^ Public/Commercial -Describe Use ownship to ~? l.•~o t/ ^ State Owned Nearest Road /D ~ III. Type of Permit• (Check only one box on line A (numbering scheme for internal use). Complete line B if applicable) A' 1 ~Ne 2 ^ Rcpla~xment System 3 ^ Replacement of 6 ^ Addition to For Coutrty use stem Tank Onl E ' S stem B. ^ Check if Sanitary Permit Previously Issued Pernut Number Date Issued • 1V. Type of Permit: (Check all that apply)(nttmberipg scheme is for internal use) 44 ^ Non -Pressurized In-Grouts 2}~Mound ~ 47 ^ Sand Filter 50 ^ Constructed Wetland ~/ 22 ^ pressurized In-Ground 41 ^ Holding Tank 48 ^ Single Pass 51 ^ Drip Line ~- i J 45 ^ At-Grade 46 ^ Aerobic Treatment Unit 49 ^ iiculating 30 ^ Other ,~ ~- 9~• Y. D rsalPTreatment Area Informati on: Design Flow (gpd) Dispersal Area Dispersal Area Soil Application Percolation Rate System Elevation Final Grade Regtttred i /~ proposed~~ Rax(Gals./Days/Sq.Ft.) (Min./Inch) Elevation `~S~ ~a~a ~y~$ ~a ~9. S /o Z VI. Tank Info Capacity in Total Number. Manufacturer Prefab Site Steel Fiber Plastic Gallons Gallons of Tanks Concrete Constructed Glass New Existing ~' /QD ; l-k - Tada Tanis . ~ Dosing Cbambtt ~/' ~ ~. VII. Responsibility Statement- I, the tmdersigned, assume res nstbility for installation of the POWTS shown on the attached plans. Plumber's Name (Print) Plumber' S' cure MP/MPRS Ntunber Business Phone Number /~i,~ o P~r°S ~ 09 7/S ~J3 5- //.3 ~ Phtmber's Addre (Street, City, State, Zip Cod 3zo e <<- w1 s~ s-i otmt /De artment Use Onl Approved ^ Disapproved ~~5' Permit ee (includes Groundwater Date Issued Is ing ent Signature (No Stamps) ^ Owner Given Initial Adverse ~8 Surc e ~ ~~ ~/ i CAD ~ ~ (~ ~„ ~ Determination "~ IX. Conditions of Approval/Reasons for Disap royal Zar~•e G FI~d Q l~i~^ -- S ~ ~ ' C -C t oc~rrl~ ~%r- ~ i~s~ /Ca-r~ Crh.L~l'i~tu ~ n ~%n~/-~~ ~t~rsr.~.~a.r~wcest.5 I ~ fs ~ ~~d~ iS ~ ~~ J ~~~'~ ? • ~~'`' • s wnacu compie[s p~ana tw me ~:amc~ ow~1 nor me stem vu ~ .~,..~ ...... o..., ..........a .......~ SBD-6398 (R. OS/Ol) 0 ~~ ry ~i fl 0 0 0 O f 9 3', ~' ~ ~ ~ ~ c~ ~ "-~ ~i ~ ~ __ r .~ ~ a, ~ a ~ ~' ~~ ~ ~ ~, 3 so ~ ~ ,~ ~,4 ~ r f ~0 /~ .S.i to "~ ~ e d . ~ ~- c!' r; ~ C ~~ o a ~ .r i ~ -~ rr9 -~ }AA~~ l~ 3 I' / -h .~ r/1 J ~, ~ a ~~ s i ~ ~! ~ .• ~~ ~ ~ ~~ ~ ~o .; 9p ~ `'S ~ o ~~ Z ~ 1 'J J c~ /v 1'^ ~n 0 g ~ ~ ',~ -t ~~~ ~ ~~ ., 3 ` f ~ "' J V 1 ~~ 0 ff r x -' ~i N ~` ~~ 0• J ~• tt~ 1' 'S ..~ 9 t; ~, ~ ~ ~ ~ ~ e s i ~ ~ ~ ° '~ N ~' ~ ~~ d ~ J ~~ ~r ~i o f N ...~ ~ ~ /+' J ~! ` ~ ~ ~~~ r r ro~~ t ~ 9~ i ~O -'~' o ~~ ~ ~ ~~ o' d~~ :` ~ s 2 0 M~ ~_, F ,;..•ir~~Ny a ~~~~~~ ~s~s~ ~~~~~~ ~<TTr~ aRyy~r OOmmmH S *y~{}*~T{~~~ 3~'Y"/~~ wu~~na~n ~C~~~C £~>_LL>_ .~mfi~~~ ~` "" <: , , r r Y Private On-Site Wastewater Treatment System (POWYS) Indez and Title Sheet Owner: Project Name and System Type: Location: ~/~ ST l'/~~ ~d~,~ Street Address Legal Description ~ / `. , i ownstup/t;ounty Contents: Page 1: ~,~i, ~ ~~D/'/G~y,~~~ Pagei:,5=/~/ 5 ~~Oro~o~ ~®uyt~ ,~Q si Page ~ /~ Page Page Page Page ~! Page ~: Attachments: PlumberiDesigaer: %/"/ I ~ ~ ~ S Signed. .Credential Number b~~ S ©~~/ Date• CJ~r. ~ ~r~ ~ Z- ,- -, . isconsin Department of Commerce Safety and Buildings 4003 N KINNEY COULEE RD LACROSSE WI 54601-1831 TDD #: (608) 264-8777 www.commerce.state.wi. us/sb www.wisconsin.gov Scott McCallum, Governor Philip Edw. Albert, Secretary July 18, 2002 CUST ID No.225094 MICHAEL P ROGERS ROGERS PLUMBING N4563 320TH ST MENOMONIE WI 54751 CONDITIONAL APPROVAL PLAN APPROVAL EXPIRES: 07/18/2004 ATTN: POWTS Inspector ZONING OFFICE ST CROIX COUNTY SPIA 1101 CARMICHAEL RD HUDSON WI 54016 SITE: Wayne & Torletta Yoder 310TH St Town of Glenwood, 54013 St Croix County; Fire Dept ID: 5508 NE1/4, SE1/4, S10, T30N, R15W FOR: Description: Three Bedroom Mound System Object Type: POWT System Regulated Object ID No.: 860297 Identification Numbers Transaction ID No. 766386 Site ID No. 143278 Please refer to both identification numbers, above, in all comes ondence with the a enc . 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: General Approval Requirements: • This system is to be constructed and located in accordance with the enclosed approved plans and with the "Mound Component Manual for Private Onsite Wastewater Systems VERSION 2.0" SBD-1Ob91-P (N.O1/O1) and the "Pressure Distribution Component Manual for Private Onsite Wastewater Treatment Systems VERSION 2.0" SBD-10706-P (N.O1/O1). • Per manual cited above, limited activities are allowed in the area 15 feet down slope of the component area. Soil compaction, excavation, vehicular traffic and other similar activities that impact the treatment and dispersal are prohibited. Cole • The well must be a minimum of 25 feet from any POWTS tank, and a minimum of 50 feet from the absorption ~~~ area. chs. NR 811 & 812c • A Sanitary Permit must be obtained from the county where this project is located in accordance with the ~~ requirements of Sec. 145.135 and 145.19, Wis. Stats. • Inspection of the private sewage system installation is required. Arrangements for inspection shall be made with the SEE COA designated county official in accordance with the provisions of Sec. 145.20(2)(d), Wis. Stat • Comm 83.22(7) 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. MICHAEL P ROGERS :~ Page 2 7/18/02 Owner Responsibilities: • Comm 83.52 Responsibilities. The owner of a POWTS shall be responsible for ensuring that the operation and maintenance of the POWTS occurs in accordance with this chapter and the approved management plan under s. Comm 83.54(1). • Comm 83.52(2) A POWTS that is not maintained in accordance with the approved management plan or as required under s. Comm 83.54(4) shall be considered a human health hazard. • Comm 83.55 The owner is responsible for submitting a maintenance verification report acceptable to the county for maintenance tracking purposes. Reports shall be submitted at intervals appropriate for the component(s) utilized in the POWTS. All permits required by the state or the local municipality shall be obtained prior to commencement of construction installation/operation. In granting this approval the Division of Safety & Buildings reserves the right to require changes or additions should conditions arise making them necessary for code compliance. As per state stats 101.12(2), nothing in this review shall relieve the designer of the responsibility for designing a safe building, structure, or component. Inquiries concerning this correspondence may be made to me at the telephone number listed below, or at the address on this letterhead. The above left addressee shall provide a copy of this letter to the owner and any others who are responsible for the installation, operation or maintenance of the POWTS. Sincerely, f ~~2'~ ~ ~~'~ Charles L Bratz POWTS Reviewer II ,Integrated Services (608)789-7893 , 7:45 am - 4:30 pm Monday -Friday cbratz@commerce.state.wi.us cc: Leroy G Jansky ,Wastewater Specialist, (715) 726-2544 Henry F Grote ,Certified Soil Testing Fee Required $ 175.00 Fee Received $ 175.00 Balance Due $ 0.00 WiSMART code: 7633 ~ ~ ~ ~ ~ ~ f• 1 RECEIVED Wayne & Torletta Yoder -Mound Transaction # JUL - 1 2002 SAFETY & BLDGS DIV. Construction Materials and Techniques All materials must comply with Comm 84 and be installed in accordance with manufacturer's specifications. Construction methods must comply with the following Component Manuals: Mound, SBD-10691-P (01 /01) Pressure Distribution, SBD-10706-P (O1/O1) Location: NE 1/4, SE 1/4, Sec. 10, T 30 N, R 15 W Town: Glenwood County: St. Croix Date: July 20, 2002 Owner: Wayne & Torletta Yoder Address: 3098 160th Ave. Glenwood City, WI 54013 Plumber: Mike Rogers Signature: License # MP 225094 Attachments: 6748-Plan Approval Application SBD-8330 page 1: cover 2: design criteria & calculations 3: plot plan 4: system cross section ~vnQ'1jy 5: plan view, lateral detail ~~~ 6: pump tank exit detail of COMMERCE 7: pump curve ~' euitW ~s 8: system management SPpNpE page 1 of 8 ~~ • •. r. ., ,~ Design Criteria i Y~ Residential Wastewater Contaminant Load: 30 mg/L < BODS < 220 mg/L Anticipated septic tank effluent 30 mg/L < TSS < 150mg/L Fecal Coliform > 10,000 cfu/100 mL Fats, oils, grease < 30 mg/L ~ Bedrooms x 100 gal/bedroom/day x 1.5 ~~ gallons/day hydraulic load In situ designed loading rate Depth to estimated high ground water '~ 3 3 Depth to bedrock ~ ~ ~~ Cross slope at system t ~' Force main length ~ 5' Manifold/header length 2~~' Drain-back Z- g Lateral length 2 @ ~ ° • ~ Lateral elevation ~ ''~ •3 Lateral hole size 3~i to in. @ 1, ° • ~ ~ ~ holes/lateral 3 ~ Lateral volume LV•S (o Total lateral discharge rate ~~•O~ Network pressure compensation losses "'~''~ Elevation difference ~•S S Friction loss n •Z~ Total dynamic head 9 •~ { Pump/siphon 2 `~ gpm @ t Z Manufacturer +~ ~ c ~ ~.~ Dose volume ~ b Lift/sip~'on tank ~ ' ~~ t ~~ • V d-o ~-o..~.o ,, ,, Septic tank ,, Effluent filter ~ K.~ (~ -~ ~ Measurement pump on and off 1~, t Height alarm from tank bottom 13• ~ Reserve capacity 3 ~ ~ + specs.calcs.res Design Calculations ~ • Z ° gallons/sq. ft. per day in. in. w .,. a. ft. of Z in. ft. of Z in. gallons ft. of ~~l Z in. ft. @ bottom of lateral in. ( s'• ~ ft.) Spacing holes total gallons gallons/minute @ Z~~~ ft. head ft. ft. ft. @ Z S gallons/minute ft. ft. of head Model # S ~ ~'f '~ o gallons `i0~ gallons ~ ~ gallons in. in. gallons Page Z of g ~~. ,^ 0 i ry 0 0 0 9 S G nn0 if i ~~ ~-~i1 r ;I 3 T ~ ~ `~~~ ~ ~ ~~~ ~ ~ ~-~ ; ~ ~ ,, , f ~, ~' , ~ ._ .1 f ~~~ ~ ~ ~. J 0" r ~ ~ ~~ ~ ~ ~ ~ ~' r ~ } i ~ . i `'~ ~ 3 ~ ~ ~ ~ ~ -r g ~ ~~3 ~~ '~ J 3 ' f ~ "' J Z tl l d 1 ~ 0 ~ ~~,~ .~ rr _r ,~ od'~ d y!~ s N ~ ~ ~ i~ . n~ ~ ~~ ~ ~~ ~ ~ ~~ ~. ~ J f .. ~ ~J 5 p~ ~° J ~ ~' ,~ ~ t " ~' ~ `~~- d ~ J _ ^ ~ ~ .. O ~• 1'^ ~ Y~~ z ~- _ ~n I• ~ 'S `~ 0 c/~ ~. ,, ,~ s .~ 4 ~~ ~O 4 ~ -~ ~ ~ • n' .F r vO ~$~~ ~~ b ~~~ o ~~ M 1/ ~~ ~- ' ~~ ~ o~ ~ f 2 ~. 0 M~ ~~~ ~N_ ~~~~~~ ' ~g~g~ ~TN~~~ ~~m~mr «m~m_ ~~Nt~n Nm o~mmTN ~~~~~F mmN~~9 oo~oo~ cccccc a»> ~> mmmm.".= ,f .. 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GvICK ~~•GOVVtCT--~ Cr ~~-c ~~~1.3 6„ ~ 1 a.,, "'--~ ~° PIP6 3' ~p NOISTua6~ED SOIL. 24u Y.U, N1q,N 1141E i~..t r ~owcwv~.o A \ S~(FT 3brrr'~ ~ P I.IG - d ~WECTIONS ~e~. g 4.~~~ D ~~~ > 4~ ~FLE. i~ \ ~?/v h C7 wT~ v 1 Z.. ~\ ~oRc~ ~`~c3~w WEATNERPRpO~ n ,JLNCTiON ~ 8ca z~.a~~ IllilJ `'~N 1 aL .7-- ON - I ~ ~~ 3 ~„ ocF PwlP ~,~ C O^!U?ETc 6~oCK ,, P vt ~.i. ~~ 4 0 _ Y t ,tip ~ i w L.S - - -Y. - - - ~ 4 ~~ 4c 3' ano ~r+i~.'~ J i.J ~ ~+ O 9 `~ v. - I L , '~- b. 1 SEPTIC E _ SPEGIFI•GATIOIJS ;~. O OoSC ~ ~ ;~~~ ~ ~ Tn-J~.S MAUUFACTURCR; IJUMBCR OF DOSCS: ' PCK D~~ T^IJK SIZC ; VV~.P ~~~~ ~'"O ~~~ GALL01J5 • .pOSC VOLUME S J \7~.~,~y.vs IIJCLU ALARh /'tiM•dUFACTURCR: pIAJG 6ACKFLOW~ G~,-Gti: hOpCL l.IUIhDCR: \ e l 1-4 ~ CAPAC ITIES; A c Z~'9 3$T.8 . , _ IuCHCS Ok .~. ~WITCM TyPC: ~~~~ "`~O ,, __„~_ Z ~3''s~" 8 c IuCHES Oa _ PUMP /1AIJUFACTURCR: - ~'~y~wo ""`4 ~ C ^ 5' 1 IuCnCS OH g~D' ~ ;,~,~~~,, 7t MODEL AJUMDCR: Sfa~r ~`~ I,, \~S(~ D^ `'' I CH S GR N ;,~,.~ „_ E ~WITCN TbPC; ~~~'`~~ DOTE: PUMP AUD ALARI~ ARC Tp BC M11JIh1Uf'~ DISCMARGC RArc~_0-/~ INSTALLCO 0-J SEP~RATC CiKC.. "~ VORTICAL DIFFCRCIJCC DCTWCCIJ PUN'~P Oif /QUO OISTRIDUTIOAJ pIPC.. S5~ FEET ~ + MIUIMUM AICTWORK SUPPLY PRfCSUR E . Z-~ FCCT +~'3 ~ ~ 3"Z~ ~ T ~ + ~~ FCET OF FORCC MAIIJ X ~_ 3~ f/ooItFKICTIOU FACTOR. ~'~ZI FEET ~' - TOTAL DyW~MIC Hf Ap ~ ~'~ ~ FEE T .~ ~ ~, ~-g 3~ I-JTERIJAL DIMCIJ610AJC 01 TA1JK; LEAIC,TH ;WROTH ;LIQUID DCPTH V A~.~ 6 ~ 0. 8 _1 it .;~ • '~ •. .t' • ~ . Purr>,n Characteristics 1 Moth U.It SYb.ttxsMih Artswafk Mlodds SNEF~OAI Hortp.wtr .Sb MI load Attp 1.0 Moles Sisoisd hit {4 1 R.~,AI. I SSC t~ e t v ns Hate 60 totpponttrt 140'f Ats~latt NEMA Cwsrl. A itsthtia Gus A DiccMar Sh• i-) /2" M17 (3ttlts~ solids Nttiiry S/4" p9wN wit Wotgit so ~. Itwtr Cord 14/~, S1'TW, x0' ttd. Materials of ,Construction Rtt~. .~`. SMfsitss Stotl Ln6rtr a os.l.rtrlr of Motor Note Cott ka Cas Cnt MoN 1 MMrl~kd Shoft Soal SN(ieuo: C~ion/Coradc Sots ~ At~.d St.r Slri~ SWrlat Stool wss Iwa~N E 1k Gtl IIM Slww lows RoM- WI I.ttNt 11th E >k ~ ~ 1~attt/fesNr Fattoan Sttf+dost Stool f~arfnrtmehtA Data t r• ~ e ~x ^ t~~r 0 0 Cp~hrlS,ilaL ._~...., .{~..._ tMsn/SMO~I 0 t ~ i tlot.l K..r h.t o = r 2 ` t ~ Zo 0'N ~U.l.l 44 =~ ~~ Z= 12 F-- 3 0 Dim~nsiontnl Data i. A d b itdsts IMUfd la rwaioml ~. z (or~lll ~r rry : -A *~ •.,~ 3. N« (x tsrskuuwn pu~sss ,mot ~ ~ ~ t otm.ulanssd,n~lA.r~ .nos ,y„o„ S. O,~JON bvsl a~~ a. rh~~~a~ ,.w„~ ~.- Rwa.a spullmrons MIIaA nrrin ~• ••••,. ~{. `.. ~ L i' 7K n (J0~) ~2~1) 2S0 =~ (~,~~ r•w s; ~° ~~ NYDRQMATICW ~~~ 840 Bann Rwd AtiEdand, Oho MI05 1.1; 419•i89.3042 hx, 419.91 ~IOi1 Ws>b Site: win.p~nlalt''unproro SAIES bfFKIS IN All NWOR CITIES ANO COUNTRIES Item w' W-~2•A390 1200 SM p 1909 Hydrarv.,liC' Purnps, Ashland, Chia N! kg - You. Aulhor~zrd lord Diuriburor - `E,' , , i ,~{~, ~. 'MINI I I I ~ ~ to to ro ~ ,, f ~ ~ System Management Management of this system is critical. As a condition of approval of these plans this system management section must be reviewed with the owner, and the owner must be provided with a complete set of plans including this management section. If problems develop with the adsorption system or any other system components, the installing plumber, Rogers Plumbing, 715-235-1132, or the St. Croix County Zoning Office, 715-386-4680, should be contacted for assistance. General Proper functioning of an on-site disposal system, "septic system," is significantly dependent on the volume of water which flows into the system and the level of contaminants in that volume. The lower the volume of water and the lower the level of contaminants, the better and longer the system wil l function. Typical system components include a septic tank or compartment to settle out solids and contain greases and oils, a filter on the outlet of the septic tank to retain small particles of the same density as water, a pump tank or compartment to allow a dose to be accumulated, a pump and controls, and finally some type of soil adsorption cell to recycle the water in a manner to protect ground water quality and public health. 1 . If the septic tank is installed prior to sheet-rock and/or painting, pump the septic tank before normal use begins to ensure adherence to contaminant load design criteria. 2 Install water-saving appliances whenever and wherever possible. 3. Repair even small water leaks as soon as possible. 4. Never pour grease or oil down any drain or stool. 5. Garbage disposals are not recommended; if you must have one, use it sparingly. 6. No paper products other than tissue should go into the system. ~ 7. No chemicals should go into the system. 8. Avoid surge flows of water; try to spread laundry throughout the week. 9. Septic tank effluent must be less than or equal to the design criteria specified in page 2 of these plans. 10. If septic or pump tanks are no longer used, they must be properly abandoned. 1 1. If construction timing and weather could create a frozen infiltration system, weather-proofing with plastic sheeting and heavy mulching may be required to maintain a functional system at start-up. Maintenance 1. The septic tank must be inspected every three years by a properly licensed person. 2. If necessary, the septic tank must be pumped to remove solids and scum; pumping is required if the combined scum and solids volume equals one third of the tank volume. 3. When the septic tank is pumped, any solids in the bottom of the pump tank must be pumped, and the filter must be back-washed into the septic tank to remove accumulated material. 4. Periodic observation pipe inspections should be made by the homeowner to examine the state of the in-situ soil adsorption cell. Quarterly inspections are recommended; a licensed plumber should be notified if effluent is consistently ponded in the adsorption cell. 5. If this system contains specific treatment components other than those mentioned here, maintenance requirements will accompany their specifications. 6. The pumping components for this system include an alarm which must be installed and remain on a separate circuit from the pump. If the alarm is activated, minimize water use and notify a licensed plumber for service as soon as possible. The system allows reserve capacity to accumulate some necessary flow until normal service can be restored; this volume is minimal, and no more than one or two days should pass before any necessary repairs can be made. 7. Avoid compaction such as vehicle traffic within 15' down-slope of the adsorption system. 8. Avoid disturbing the system itself such that might encourage erosion or disturb the required seeding of the system. 9. Particularly avoid winter traffic such as sliding or snowmobiling which might compact snow and lead to increased frost depth. 10. Surface drainage must be diverted around the system; avoid landscape changes which might send surface run-off into the system area. 1 1. Warning: Do not enter septic, pump or other treatment tanks; death may result because they may contain lethal gases or insufficient oxygen. Contingency Plan Wastewater monitoring of volume and quality is not a normal requirement for low effluent strength systems; such monitoring may become necessary if problems develop. Any necessary monitoring shall be done in accord with the requirements of Comm 83.54 (2). Pumping and hauling of wastewater may be necessary while analysis and repairs are implemented. Additional testing, designing, and/or installation of additional treatment components or conversion to a holding tank may be necessary. Page 8 of 8 . ,- >: , Wisconsin Department of Commerce Division of Safety and Buildings '~RIGIRlAL SOIL EVALUATION REPORT in accordance with Cnmm R5 Wis. Adm. Code 1474 Page 1 of 3 Certified Soil Testing County Attach complete site plan on paper not less than 8'/z x 11 inches in size. Plan must l d d i h l f St. Croix inc u e, but not limite to: vert re cal and orizonta erence point (BM), direction and percent slope, scale or dimemsions, north arrow, and location and distance to nearest road. Parcel I.D. 016-1021-80-000 Please print all information. Reyjewed te Personal information you provide may be used for secondary purposes (Privacy Law, s. 15.04 (1) (m)). ~ Q , ( i / Property Owner Property Location Yoder, Wayne &Torletta Govt. Lot NE 1/4 SE 1/4 S 10 T 30 N R I5 W Property Owner's Mailing Addre$ Lot # Block # Subd. Name or CSM# 3098 160th Ave. City State Zip Code Phone Number ~ City Village ,,, ~ t Road Glenwood City ~ WI 54013 715-265-7152 ~ Glenw ~-•'" ~ 310Th St. / New Construction Use: yl Residential /Number of bedrooms 3 ~t1 ~xlerive~ rate "~, 450 GPD Replacement _~ Public or commercial -Describe: --•.R Parent material loess ` -~ lood r~el~at~ort~Tf`applicable NA ~ General comments `"..% 5e'f =~` and recommendations: install 5' x 91.2' rock unit mound on 99.3 contour as upsl , edge of `-sand fill ~ ~~~ Boring # Borin __ 9 ' . ~, ~~ ~ f ~ i ~ ,',;- ~ ~ ~ -' ^. v Y V' Pit Ground Surface elev. 99.3 ft. Depth to limiting factor ~ m• Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPDIft' in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. "Eff#1 "Eff#2 1 0-5 10YR 3/3 - sil 2 m gr mvfr gs 1ffm .5 .8 2 5-9 10YR 3/3 - sil 2 f sbk mvfr cs 1 m .5 .8 3 9-31 10YR 4/4 - sil 2 m sbk mvfr gs 1 m .5 .8 4 31-38 10YR 4/4 - sil 1 c abk mvfr cs 1m .2 .3 5 38-55 10YR 4/4 f2d 10YR 6/2 sil 0 m mvfr - - 0 I .2 _ r very occasional gy si coats on peds in horizon 3 _ _ ~'- - _ Boring # ~ Boring f Pit Ground Surface elev. 106.2 ft. Depth to limiting factor 33 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 10YR 3/3 - sil 2 m gr mvfr gs 1f/m .5 .8 2 ~ 4-10 10YR 3/3 - sil 2 f sbk mvfr cs 1 m .5 ~ 8 3 j 10-33 10YR 4/4 - sil 2 m sbk mvfr cs 1 m .5 ! .8 4 38-61 10YR 4/4 f2p 10YR 6/2 sil 0 m mvfr - 1m 0 ~;i .a I occasional gy si coats on peds in horizon 3 tmuent rr~ = rsws> so < zzu mgn_ and T55 >30 < 150 mg/L (flue #2 = BOD < 30 mg/L and TSS _< 30 mgr CST Name (Please Print) Sig to e: CST Number Henry F. Grote ~ 222774 Address Certified Soil Testing Date Evaluation Conducted Telephone Number E. 4366 353rd Ave., Menomonie, WI 54751 12/18/2001 715-233-0398 v • y '} ,~ Property Owner Yoder, Wayne &Torletta Parcel ID # 016-1021-80-000 Page 2 of '3 . , Boring # -- ~ Boring - /~ Pit Ground Surface elev. 99.3 ft. Depth to limiting factor 39 L in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots P ' in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 'Eff#2 1 0-3 10YR 3/3 - sil 2 m gr mvfr gs 1f/m .5 .8 2 3-~J 10YR 3/3 - sil 2 f sbk mvfr cs 1 m .5 .8 3 9-31 10YR 4/4 - sil 2 m sbk mvfr gs 1 m .5 .8 4 ~ 31-39 10YR 4/4 - sil 1 c abk mvfr cs 1m .2 .3 5 39-65 10YR 4/4 f2p 10YR 6/2 sil 0 m mvfr - - 0 .2 occasional gy si coats on peds in horizon 3 Boring # ~~! Boring ~ ~/I, Pit Ground Surface elev. 96.2 ft. Depth to limiting factor 34 in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots in. Munsell (lu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 'Eff#2 1 0-4 10YR 3/3 - sil 2 m gr mvfr gs 1f/m .5 .8 I 2 ~ 4-9 10YR 3/3 - sil 2 f sbk mvfr cs 1 m .5 .8 3 j 9 X14 10YR 4/3 - sil 3 f sbk mvfr cs 1 f .5 ~ .8 4 1 14-22 10YR 4/4 - sil 3 f sbk mvfr gs 1 f .5 ! 8 5 22-29 10YR 4/4 - sil 2 m sbk mvfr gs 1f .5 .8 6 29-34 ~ 10YR 4/4 - sil 1 m sbk mvfr 'cs 1f .2 .3 7 34-61 10YR 4/4 fl p 1~OYR 6%2 sil 0 m mvfr - - 0 I 2 Boring # -- ~'~ Boring Pit Ground Surface elev. ft. Depth to limiting factor in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots in. Munsell Qu. Sz. Cont. Color Gr, Sz. Sh. 'Eff#1 'Eff#2 i ! I i i 'Effluent #1 = BODS > 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-8130 (R.07/00) Certified Sal Testing .- 0 ~~ ff 0 v 0 0 9 s d C+ --+" 0 I r 3 z r~ ~,_"~ ~~ a `~ a b ~ ~ f ~ 3 °~ T ~~~~ ~~~~ -h d r/1 .~ df a s ~ ~ ~ i ,.. ~n~ ~ -~ ~~ -~ 1 J a ~ ~ 0~2~ N^ ~ Y~~ ~ ~s n~ 0 c/ `,i• c./V ~ ~ r ~ v ~~ rn a' Q v 9 d `~ c ~ a 1f ~ `' ~ ~ ~ ~ C s s ~ 3 --~ v; ~„ .~ cr ~~ ~+ b -~ ~ ,~' ~^ 0 ~ o C . ~, -d' ~~ N \ ~^ K o ~ '' ra°~~~ "' Y `~ '°~ i J ~~ ~ ~ ~ s ~ t L r o !~ N ..~ ~ fi ~ . d ~ s A " 0 ~ ~ ~! Y `J ~ ~ '1 ~- ° ~~ ~ -; (~ s ~_~ 4_F~4~ %- S ~,my,D ~D _~T-- ~~ id's= ~oc~c »`n `n>5 ~'., x ,~ ', , ~ ~ , ~ POWTS OWNER'S MANUAL MANAGEMENT PLAN FILE INFORMATION Owner .~.- Permit # DESIGN PARAMETERS` Number of Bedrooms 100gpd/bedroom ^ NA Number of CommercialUnits NA Estimated flow (average)* gaUday Design flow (peak), estimated x 1.5* gaUday Soil Application Rate 2 gaUday Influent/Effluent Quality (NA^) Monthly Average** Fats. Oil & Grease (FOG) 5 30 mg/L Biochemical Oxygen Demand (BODs) ~ 220 mg/L Total Suspended Solids (TSS) 5 250 mg/L Pretreated Effluent Quality ^ Monthly Average*** Biochemical Oxygen Demand (BODs) 5 30 mg/L Total Suspended Solids (TSS) 5 30 mg/L Fecal Coliform (geometric meant <l0+cfu/100m1 Maximum Effluent Particle Size 1/8 inch diameter * Wastewater Flow Verification on and calculations: (Other than bedroom based) ** Values typical for domestic (non-commercial wastewater and septic tank effluent. * * * Values typical for pretreated wastewater. SYSTEM SPECIFICATIONS Septic Tank Capacity vov gal ^ NA Septic Tank Manufacturer , „w ^ NA Effluent Filter Manufacturer ~ ^ NA Effluent Filter Model d p ^ NA Pump Tank Capacity p gal ^ NA Pump Tank Manufacturer w, ~ S ~ ^ NA Pump Manufacturer ~ ~ ^ NA Pump Model p ^ NA Pretreatment Unit ^ NA ^ Sand/Gravel Filter ^ Peat Filter ^ Mechanical Aeration ^ Wetland ^ Disinfection ^ Other: Manufacturer: Model: Dispersal Cell(s) ^ In-ground (gravity) ^ In-ground (pressurized) ^ At-grade Mound ^ Drip-line ^ Other: ^ Leaching Chamber Manufacturer Model Approval Stipulation _~ Soil Application Rate~pd/ft Area Req. Absorption Area Credit per unit ft2 Minimum Number of Chambers ^ Aggregate Design Flow/Loading Rate= min Materials: all materials must comply with WI Adm. Code COMM84 and be installed per manufacturers specifications and approval letters. DESIGN CRITERIA ^ "Wisconsin At-grade Soil Absorption System, Siting, Design & Construction Manual" (Converse et.a1.1990) ^ "Wisconsin Mound Soil Absorption System: Siting, Design & Construction Manual" Converse, J.C. and E.7. Tyler. Publication 15.22 ^ ."Design of Pressure Distnbution Networks for Septic Tank-Soil Absorption Systems" Publications 9.6 ^ "Design of Conventional Soil Absorption Trenches and Beds". R7.Otis - ASAE Publications 5-77 and "Design Manual - Onsite Wastewater Treatment and Disposal Systems". EPA 625/1-80-012 October 1980 O SBD -10570-P (8.6199) "At Grade Component Manual Using Pressure Distribution" ^SBD -10567 P (R.6l99) "ln Ground Absorption Component Manual" ^SBD -10705-P (N.Ol/Ol) "In Ground Soil Absorption Component Manual" Version 2.0 ^ SBD -10628-P (N.6/99) "Recirculating Sand Filter System Component Manual" ^ SBD -10656-P (N.6/99) "Split Bed Recirculating Sand Filter System Component Manual" ^ SBD -10572-P (8.6/99) "Mound Component Manual" ^ SBD -10691 P {N.O1/Ol) "Mound Component Manual" Version 2.0 ^ SBD - 10595-P (8.6/99) "Single Pass Saud Filter Component Manual" ^ SBD - 10657 P (8.6/99) "Drip-line Effluent Disposal Component Manual" ^ SBD -10573 P (R 6/99) "Pressure Distribution Component Manual" ^ SBD - 10706-P (N.O1/O1) "Pressure Distribution Component Manual" Version 2.0 ^ Drip-line Effluent Dispersal Component Manual for Multi-flo Onsite Wastewater Treatment Units MAiNTF.NANf'F. M(1NiT(1RTN(~' SCHEDilLE Service Event Service Frequency Inspect condition of tank(s) At least once every ^ months ^ year(s) (Maximum 3 yrs.) Pump out contents of tank(s) When combined sludge and scum equals one-third (1/3) of tank volume Inspect dispersal cell(s) At least once every ^ months ^ year(s) (Maximum 3 yrs.) Clean effluent filter At least once every ^ months year(s) Inspect pump, pump controls & alarm At least once every ^ months p~ year(s) ^ NA Flush laterals and pressure test At least once every ^ months ~ year(s) ^ NA Valves At leastunce every ^ months ^ year(s) cEsl NA Other: At least once every ^ months ' ^ year(s) ^ NA i'agG_~va~ ~. ^ Mound, At Grade, In-Ground Pressure • • The inspection shall include recording the levels of ponding, if any in the observation tubes and a visual inspection for any evidence of surface seepage or dischazge. Any discharge to the ground surface must be promptly reported to the regulatory authority. Ponding greater than 75% of the height of the component may indicate overloading or impending hydraulic failure necessitating more frequent monitoring. The pressure distribution system is provided with an opening at the end of each lateral to be used for flushing. The laterals should be flushed at least once every three (3) years. Pressure checks of systems with multiple laterals should be done to ensure that equal distribution of effluent is occurring to promote the longevity of the system. REPORTS Reports for maintenance, inspection, and monitoring shall be submitted in accordance with COIVIM 83.55 Wisconsin Administrative Code. ABANDONMENT When the POWTS fails and/or is permanently taken out of service the following steps shall be taken to ensure that the system is properly and safely abandoned in compliance with Ch. 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 other 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 structure, lot lines and wells. Failure to protect the replacement azea will result in the need for a new soil from existing and proposed structure, lot lines and wells. Failure to protect the replacement azea will result in the need for a new soil and site evaluation to establish a suitable replacement azea. Replacement systems must comply with the rules in effect at that time. ^ A suitable replacement area is not available due to setback and/or soil limitations. Barring advances in POWTS technology a holding tank maybe installed as a last resort to replace the failed POWTS. ^ The site has not been evaluated to identify a suitable replacement area. Upon failure of the POWTS a soil and site evaluation must be performed to locate a suitable replacement area. If no replacement area is available a holding tank maybe installed as a last resort to replace the failed POWTS. ^ 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 CONTIAN 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 IMPOSSIBLE. ADDITIONAL COMMENTS POWTS INSTALLER `Name /N,K4e Kv ~ ~ s I Phone ~ ~5~ 3. s - /~ 3 z SEPTAGE SERVICING OPERATOR (Pumper) Name Phone K:\WPDATA\EH\POWTS OWNER'S MANUAL.doc POWTS MAINTAINER Name ~, Phone 7,S- _ iii ~ LOCAL REGULATORY AUTHORITY Agency Phone Pag~of~ START UP , For new construction, prior to use of the POWTS check treatment tank(s) for the presence of painting products or other chemicals that may impede the treatment process and/or damage the dispersal cell(s). If high concentrations are detected have the contents of the tank(s) removed by a septage servicing operator prior to use. System start up shall not occur when soil conditions are frozen at the infiltrative surface. OPERATION The property owner is responsible for the operation and maintenance of the POVJTS and submission of required reports. The quantity and quality of the wastewater stream will affect the performance and longevity of your POWTS. The installation ofwater-saving appliances and fixtures along with prompt repair of leaks reduces the wastewater volume. Also the brine or waste from water softeners, iron removal units, other clear water treatment devices and foundation drains should be dischazged to the ground surface whenever possible. Note: this does not include laundry waste, showers, dishwater, etc. This system is designed to handle domestic strength wastewater, however the disposal of food based greases and oils, vegetable/fruit peels and seeds, bones, and food solids such as those produced by a garbage disposal should be minimized. Toilet tissue is the only paper that should be discharged into the system. Other non-biodegradable items such as baby wipes, tampons, sanitary napkins condoms, cigarette butts, dental floss, and cotton swabs should not enter the system. Chemicals such as petroleum products, paint, disinfectants, pesticides, antibiotics, solvents, etc., should not be flushed into the system as they can seriously damage your POWTS and contaminate your drinking water supply. Maintain a regular steady flow by spreading laundry washing throughout the week. Avoid vehicle traffic over all system components. Compaction of snow over the dispersal unit may cause it to freeze up. ^ Valves Valves shall be operated in the following manner: -~l/~i~ ^ Alarms Alarms should be tested on a regular basis by the home owner. If an alarm sounds, contact an individual licensed to service POWTS, There is normally a 1 day reserve under regular operating conditions, however water should be conserved until any problems with the system are corrected to prevent back-up of sewage into the dwelling or surfacing. INFECTIONS Inspection shall be made by an individual carrying one of the following licenses or certifications: Master Plumber, Master Plumber Restricted Sewer, POWTS Maintainer or Septage Servicing Operator (per the attached Maintenance Schedule). ^ Septic Tanks Component Tank inspections must include a visual inspection of the tank 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 backup or ponding of effluent to the ground surface. Access openings used for service or assessment shall be sealed andJor locked upon completion of service. Any defects shall be promptly corrected. Exposed openings greater than 8 inches in diameter shall be secured with an effective locking device to prevent accidental or unauthorized entry into the tank. When the combination of sludge and scum in any tank exceeds one-third (1!3) 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 NR113, Wisconsin Administrative Code. The outlet filter(s) shall be inspected and cleaned to remove any accumulated solids according to manufacturer's specifications. Provisions are to be made to retain solids in the tank. Filter cleaning maybe necessary at more frequent intervals than stated in the maintenance schedule to keep the system operating. ^ Pump Chamber/Treatment Tanks Component The inspection must include a test of all electrical equipment such as pumps, alarms and floats. A visual check must be made for leaks, backups, surfacing, missing or broken security devices and other hardware and the condition of the filter. Any service needs or repairs shall be promptly taken care of. ^ ln-Ground Gravity Component Dispersal Cells The inspection shall include recording the levels of ponding, if any in the observation tubes and a visual inspection for any evidence of surface seepage or discharge. Any discharge to the ground surface must be promptly reported to the regulatory authority. Ponding at depths greater than 75% of the height of the component may indicate overloading or impending hydraulic failure necessitating more frequent monitoring. Page~of 3 i r~ s. ~. OwnerBuyer ST CROIX COUNTY SEPTIC TANK MAINTENANCE AGREEMENT AND OWNERSIiIP CERTIFICATION FORM ~ ~a~~ Mailing Adaress ~ ~ O~ ~ l (~,~~'`` ~ ~~ . Property Address (0 3~ ,j~o ~`" (Verification required from Planning Department for new City/State ~ ~~~ uJ o 01C ~~~ Parcel Identification Number /~ • ~ a • ~ S LEGAL DESCRIPTION Property Location ~-=-'/., ~ %,, Sec. , T N-R W, Town of G'~~n ~Dd c~, Subdivision _ .Lot # Certified Survey Map # ~ 7 Z~ ~ ~ ,Volume «u ,Page # ~Z s'.S"' Warranty Deed # t ~ `I~ ~~ Volume Page # Spec house ^ yes ~ no Lot lines identifiable ^ yes ^ no SYSTEM 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 function of the septic tank as a treatment stage is 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, restricted plumber or a licensed pumper verifying that (1) the on site wastewater disposal system is is proper operating condition and/or (2) a$er inspection and pumping (if necessary), the septic tank is less than 1/3 full of sludge. Uwe, the undersigned have read the above requirements and agree to maintain the private sewage disposal system with the standards set forth, herein, as set by the Department of Commerce and the Department of Natural Resources, State of Wisconsin. Certification stating that your septic system has been maintained must be completed and returned to the St. Croix County Zoning Office within 30 days of the three year expiration date. j 7 ~"~ ~' / / / (l l/ GNA RE 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 the`~'pr/op/erty descn'bed above, by 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 this application: a stamped warranty deed from the Register of Deeds office a copy of the certified survey map ff reference is made in the warranty deed f 1'~ ~ CERTIFIED LOCATED IN PART OF15W TOWN OF GLENWOODF ST. SECTION 1 O, T30N, R , CROIX COUNTY, WISCONSIN. I I ~~~~ '~- ~~~_ ~~ O W O o~ Zp~ W a' W ~~ W W Wp~ ~ ~ Q O ~ Z J ~ ~~~ ~' a; ~' ~~ ~~; ~ !o LEGEND OWNER WAYNE AND TORLETA YODER 3098160TH AVE. GLENWOOD CITY, WI 54013 SURVEYOR EDWIN C FLANUM NORTHLAND SURVEYING, INC. P.O BOX 14 ROBERTS, WI 54023 (N89°26'50"E 465.87 N88°52'21 "E 466.11' 433.11' .. >,. ,,;.....r~..::.., (~ C ~ 2 7 "1.007 ;S not rr,curdc;!7 wiu!;n 30 d?ys o~ JI)~fC)J. I ltill9 2{1t!(QVi)I iii:!!! G~_ n;!II f:f!ll',i~riCa I_OT 2 n ao N 0 ° 0 ALUMINUM COUNTY SECTIOP CORNER MONUMENTFOUN[ ~ 1" X 24" IRON PIPE SET, WEIGHING 1.13 LBS PER LINEAR FOOT O 1"STEEL SURVEY MARKER FOUND ^ 3/4" REBAR FOUND 8.00 ACRES INC. RNV 348,480 SO. FT• 7.43 ACRES EXC. RIW 323,808 SO• FT• -~6~2288 7 6 PAGE 4255 KATHLEEN H. YALSH REGISTER OF DEEDS ST. CROIX CO. , MI RECEIVED FOR RECORD 02-27-2002 2:30 PM CERTIFIED SURVEY MAP REC FEE: 13.00 COPY FEE : 3.00 E1/4 CORNER SECTION 10 w I I r N ~j ~o ~ ~ ...~ N I I I I 33.00' I r I I W ~~; ~ ~ F- I 33' 33' N I ~; ~ ~ o I ~ I I I I I ~ ~~ PROPOSED I I (~ ;, ~~ DRIVE I ~ I ~ ~' ~ ~' ~ ~ ~ h o0 ~~ w ~ 01 ~~; N~~'. c ~1 ~~~ ~~~ . I o o ~' z NI o ~ ~ I ~ ~~ I~` I ~ ~`, I 6 I I I ~ ', I I ~~~ I I ~, I I DOCUMENT NO.' 'i WARRANTY DEED ji iNi, ,-AG, R„cevco row RcceRC,NO o... ~ ,. , ~ . ~~~~~ ~ STATE BAR OF WISCONSI~N~FCJ~RM 2-1986 ~ . j 1x 11~Pxsr ----- REGISTERS OfFICF Leona...D,...Logghe... ._.._, ............ St. CROIX CO., WISE ................................................. ........................................................................................................... conveys and warrants to w~}tilE...~....X.pC~E,'.;'...&I;S~..~9x.'~.~~.& ............. E.....Y.o.der,.. his.. wile ................................ ................................ the following descriGed real estate in ...... s t.,... CTO~X ............. ...County, State of Wisconsin: Rx d irx Record this 28th day of A -nuc A.U. 195 :30 A M, ~4 ..~ • R(TURN 70 Taz Parcel No :.............................. The S 1/2 of the NE 1/4; SW 1/4 of SE 1/4 and E 1/2 of SE 1/4, Except the E 20 rods of the S 8 rods of said E 1/2 of SE 1/4 and Except a parcal of land described as follows: Commencing at the E 1/4 corner of Section 10-30-15, the point of beginning; thence N 88$.80 feet along the E line of the NE 1/4 of Section 10; thence S 88 32' 4g" W 513.53 feet; thence S 05° 5ii' Og" W 1124.60 feet; tnence S ?4 42' ~0" E 172.70 feet; thence N 89 26' 50" E 465.87 feet; thence N 00 33' 10" W 291.90 feet along the E line of the SE 1/4 of Section 10 to tale point of beginning. This deed is given in satisfaction bi a land contract between the parties dated the 18th day of August, 1975 and recorded with the St. Croix County Register of Deeds in Volume 532 of records, page 24 as document number 330250. i~AN 3F~;ft ~~~0 0 PED This i5 nOt homestead property. (is) (is not) i•:xcepcion to warranties: easements and restrictions of record. Dated this ........l.._. ~f /', }- .................... day of .....1..!.~(Q.tI..~J.S 1.,,................................, 19$rJ... _... ...................................(SEAL) ... ......(SEAL) ..... ...vim ..._ .. .... . ..................................... ............................. .Leona D. Lo he ~G%~ ............................ B ................---........ .. ....................... ...........(SEAL) AIITHI3NTICATION Signature(s) ............................... authenticated this ._......day of ........................... 19...... TITLES 3fEMBER STATE BAR OF WISCONSIN (If not . ............................................................ authorized by ~ 706.08. Wir. Stata.) TM~S INSTRUMENT WAS DRAFTED BY I)onald..R.....Max3.al~,.«...Ax t.axzt(<y ............... R3?~_.Claire,~._;YI-.-54701- - (Signatures may be authenticated or acknowledged. Both are not necessary.) .... ....................................................... (SEAL) ACgNOWLEDOMBNT STATE OF WISCONSIN /~ A i ss. . i/~~....S.~G.I!'.~1~.....County. Personally came before me this .............day of ~~.~ U.$ r ..................... 19. Zi•.S. the above Hamel ...4r~.~I~...~.....~........~.~6.,6.1i.~~ .....:.. ...... ...............................................~....C:iy~.~~~~J~. r'~ '1.:7~t y.. -.... to me no to be the perso ........_ executed tbe. fore g ' strume,~ an e ~~`` an'1f Q ,, Notary Public ~tf(1.(.',.(.~~I~ !+.~:;p~ortn~, 10si'• , Ny Commission is permanent. (If~ -q~,teayh ~ - - t `"'' 7 ~ W +~ + ~ ~ ~ ~ ~ 0\ Q ~ .~ v ~ 1 (~ gg 1 A ~ ~ ~~J R~" ~._- ,.~_,.. Q ® ~ 20~? `+ a ST ~ ~ W z H a~ E „~ W~ '' o'1g N N . za 1 ~ ~ ~ a~5 ~ = r U ~ oQaw ,~ P°R"~g ~ ~v V/ Wm~a ~ ydi m ~ ~ Y 4~ 1 / aauw ~ .1 ~ / .Rp `_ / :i W ___ _ _~-; ~ _ ia3~3a p- \ ~?~ ~ 1]!7 """' Siy ~ ^~ \ I ~ ~1 -~~ ~ I _Sa ~ ,» 1 ~ ,.~, 1 low `. ~ ~ ` r------- ~ r ~ N ` ++, ~~~lll i 1 ~ 1 1 ~~ / ~\ ( / I / 1 1 ~ / ~ '~ ~ 1 ~~~ M 1 / 2,R~_ ____ ~ / ~-___- / 9~ ~ M~ I 1 ~ x 4 S` 1 1 ~ i i J ~ T 4 ~ c~ _o ~ \~ ~/ 1 d ~ 1 \ \ I \ I I , ~ 1 1 N ~ \ I N ~ '^~ K // 1 \ I _O \nui - „1 __ i+~ ~n 1 I ~ Pr~:~ I I a . -- _ I `~ » ~j ~ ~- Jai., t - ~ / \ ~ -~ ~ ~~ ~,, ~ ~ t ~ ~~ s~~a~~~a ~~ £ n~ r 'V ~ ~ ~ i ~ ~ ~ ~ z ~ ~ 'y~~ ~ ~ } ~ o ~~ei. e!(s i 8 wB ~ ~ H ~'~~ ~-~ a A~~~~~~~s~~~~~a~~~~~~a~~sY~~ ~~ ~e~~W ~ F~ y e ^_ o ^_ e i e R a s s ^_ s »_ S B i 9 i R R a `p~. ~~ ~y~~~~~i~~ ~~~~~~ ~~~#~~i ~~$ t~ i ~. ~~ F- i s= t n rf N 1~ U~ tl€ S S S S S '> S S S S S S i s S S 3~ S S S Z •~ o ~ a' :: S~ ti: § f f_» y y Z z_ i ~r ~ S z ~~ W~S~~ ~gp ~.~a~ ~Yt ~ ~a~ mO ~~ ~ 3 u- ~ . ~ ~ , ST CROIX COiTN'1'Y SEPTIC TANK MAINTENANCE AGREEMENT . •" AND OWNERSHIP CERTIFICATION FORM OwnerBuyer %- `~ ~~ ~ ~ Mailing Address ~ ~ ~ ~ ~ ~ ~ ~~ ~ ~ C Properly Address (Verification required from Planning Department for new construction) - City/State ~~~~- w~~ ~ G ~ ~% Parcel Identification Number LEGAL DESCRIPTION Property Location ,vL-" %., S ~ '/., Sec. /~ . T 3b N-R /S" V4', Town cf ~'~`°`- ~a~~ - Subdivision .Lot # Certified Survey Map # ~ 7 ~ Z ~ ~ ,Volume ~ ~ .Page # ~ ~ ~-~ Warranty Deed # y O / 7 z 7 ,Volume %~~ ,Page # ~ 9~ Spec house Q yes ^ no Lot lines identifiable [[~" yes ^ no SLYSTEM 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 function of the septic tank as a treatment stage in the waste disposal system, The property owner agrees to submit to St. Croix Zoning Department a certification form, signed by the owner and by a master plumber, journeyman plumber, restricted plumber or a licensed pumper verifying that (1) the on-site wastewaterdisposal system is in proper operating condition and/or (2) after inspection and pumping (if necessary), the septic tank is less than 1/3 full of sludge. I/we, the undersigned have read the above requirements and agree to maintain the private sewage disposal system with the standards set forth, herein, as set by the Department of Commerce and the Department of Natural Resources, State of Wisconsin, Certification stating that your septic system has been maintained must be completed and returned to the St. Croix County Zoning Office within 30 days of the three year expiration date. GNA OF APPYI, CANT _~~2Z~az, 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 the property descnbed above, by virtue of a warranty deed recorded in Register of Deeds Office. SIGNAT~ OF APPL CANT lZ~l D ~ DATE ****** 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 referonce is made in the warranty deed ti " ~ *, -..-472288 VO 16 PAGE 4255 KATHLEEN H. MALSH REGISTER OF DEEDS ST. CROIX CO.. MI CERTIFIED S V RVEY MAP RECEIVED FOR RECORD 02-27-2002 2:30 P11 LOCATED IN PART OF THE NE1 /4 OF THE SE1 /4 OF SECTION 1 O, T30N, R15W, TOWN OF GLENWOOD, ST. CERTIFIED SURVEY MAP REC FEE : 13.00 CROIX COUNTY, WISCONSIN. COPY FEE: 3.00 -- - - I ~ dQ~_ ~] ~ ~10[~0_~9 _C~_Cr~_~_ ~ °-_~__ ~~ .~ ,, ,, ,, _,.. N O ~O F Oww p to ao UO° Z.~o w ~ r w~~ ~w°~ w~m °do~ C~7Zw Z~~ ~~ ~~~ ~I _~ ~'' ~ a'~1~ ~i~l h a, [~ ~' N 4 1 Q' o ~l ~~ r Ali ~j 9. ~ LEGEND ALUMINUM COUNTY SECTION CORNER MONUMENT FOUND G 1" X 24".IRON PIPE SET, WEIGHING 1,13 LBS PER LINEAR FOOT C 1"STEEL SURVEY MARKER FOUND ^ 3/4" REBAR FOUND (xxxbocl PREVIOUSLY RECORDED DATA OWNER WAYNE AND TORLETA YODER 3098160TH AVE. GLENWOOD CIiY, WI 54013 SURVEYOR -EDWIN C FLAtJUM NORTHLAND SURVEYING, INC. P.O BOX 14 ROBERTS, WI 54023 (N89°26'S0"E 465.877 N88°52'21 °E 466.11' E1/4 CORNER SECTION 10 I ~•+r N I IZ~ ~ I I 33.00' 433.11' r a~~ ~f ~. ~~~_. fY~3 F E 3 2 7 1001 If not r~cc!rdcad winl;n 30 :+<!ys of appfr)v'PI !1ili° 8{){)fOVDI Slid!! t)r L07' ~ 8,00 ACRES INC. RNV 348,480 SO. FT. 7.43 ACRES EXC. RNV 323,808 SO. FT. I ~ W ~ ~ F"" I 33' 33' N I I I ~; I ~; I I I I ~n _ ' C3 PROPOSED I , ~lfil .~~ DRIVE I ~ I ~ ~i ~ ^ ~ ~` ~ ~ ~ °° ~: W ~ 0 N ~ N ~i bl w r ~ O I rn ~ ° 0° i I r , w ~ I ~: ~ ~ ~ ~ ~~ I~ I ~ ~, I 6 ~ ~I a ~ ~a I I I I I I I ti ~ ~ ' ~~, CERTIFIED S V RVEY MAP LOCATED IN PART OF THE NE1/4 OF THE SE1/4 OF SECTION 1 O, T30N, R15W, TOWN OF GLENWOOD, ST. CROIX COUNTY, WISCONSIN. OWNER WAYNE AND TORLETA YODER 3098160TH AVE. GLENWOOD CITY, WI 54013 SURVEYOR EDWIN C FLANUM NORTHLAND SURVEYING, INC. P.O BOX 14 ROBERTS, WI 540?_3 SURVEYOR'S CERTIFICATE I, Edwin C. Flanum, Registered Wisconsin Land Surveyor, hereby certify that by the direction of Wayne and Torleta Yoder, I have surveyed, mapped and described the land parcel which is represented by this Certified Survey Map; that the exterior boundary of the land parcel surveyed and mapped is described as follows: A parcel of land located in part of the NE1/4 of the SE1/4 of Section 10, T30N, R15W, Town of Glenwood, St. Croix County, Wisconsin; described as follows: Commencing at the E1/4 corner of Section 10; thence S01°10'28"E, along the east line of the SE1/4 of said Section, 291.90 feet to the south line of Lot 1 of a Certified Survey Map recorded in Volume 2, Page 385 at the St. Croix County Register of Deeds office and the point of beginning; thence continuing SOi°10'28"E, along said east line, 747.64 feet; thence S88°52'21"W 466.11 feet; thence N01°10'28"W 747.64 feet to said south line of Lot 1; thence N88°52'21"E, along said south line, 466.11 feet to the Foint of beginning. Described parcel contains 8.00 acres (348,480 Sq. Ft.). Parcel is subject to Town Road right-of-way (310th Street) and all other easements, restrictions and covenants of record. I, also certify that this Certified Survey Map is a correct representation to scale of the exterior boundary surveyed and described; that I have fully complied with the current provisions of Chapter 236.34 of the Wisconsin Statutes and Land Subdivision Ordinance of the County of St. Coix in surveying and mapping same. \\\\\ \~\\~ N 11 I I I I I I g I p U p~~ /i \ A\ ... .. ~~ ~i ~~. EDWIN C. ..~ FLANUM = _ S-2487 s HUDSON G. '•. Wf 1 Each parcel shown on this map (plat} is subject to State and County laws, rules and regulations (i.e., wetlands, minimum lot size, access to parcel, etc.) Before purchasing or developing any parcel contact the St. Croix County Zoning Office for advice. ti r '. •. DOCUMENT NO 4U~'?'2'7 Leona...D-,..-Logghe ST. CROIX CO., WIS Reed kx Rec:xd this 28th day of_gug~:_A.D. 195 30 A , ~ ~ .~ ar d s acruaH ro Taz Parcel No :............ The S 1/2 of the NE 1/4; SW 1/4 of SF, 1/4 and E 1/2 of SE 1/4, Except the E ?.0 rods of the S 8 rods of said E 1/2 of SE 1/4 and Except a parcel of land described as Follows: Commencing at the E 1/4 corner of Section 10-30-15, the point of beginning; thence N 888.80 feet along the E line of the NE 1/4 oi' Section 10; thence 88 32' 4g" W 513.53 feet; thence S 05° 56' Og" W 1124.60 feet; thence S ?4 42' ~0" E 172.70 feet; thence N 89 26' S0" E 465.87 feet; thence N 00 33' 10" W 291.90 feet along the E line of the SE 1/4 of Section 10 to tale point of beginning. This deed is given in satisfaction of a land contract between the parties dated the 18th day of August, 1975 and recorded with the St. Croix County Register of Deeds in Volume 531 of records, page 24 as document number 330250. i'RAN~FI~i ~~~ 0 0 F'E~ This . iS nOt homestead property. (is) (is noS) Exception to warranties: easements and restrictions of record. Dated this _...........l.- ~ . ............ day of .....~!/~~!. / !.............._........._ .._...., 198.5... ................. .. ....... (SEAL) _ . _ _... ~ il `~. .. .... ........ (SEAL) Leona D. Lo he ~~~~ gg .... .-- -- -.._---------- ------------•------...--- --------..(SEAL) AUTHENTICATION 5ignature(s) -°---....•---•--•------------•------------------------••--- authenticated this ........day of ........................... 19...... TITLE: 31EMBER STATE BAR OF WISCONSIN (If not . ............................................................ authorized by § ?06.06, Wib. Stata.) T1i 15i INSTRUMENT WAS DRAFTED 9V Donald..R,....M a,x. j.a~a,.~..,Ax t.axtitiy....•--........ ~a~.-Claire,,., ~9I...54701 ~ WARRANTY DEED tN~^ vac[ apcavco row accoao~Na o~r~ STATE BAR OF WISCONSIN FJRM 2-1989 ~ ~ ~;r. i ;>t i l~P 3.~5 ~ 3 9 r KEGI5TERS OfFICF . . ..... ........_........ - - --- .....................(SEAL) ACHNOWLSDOMSNT STATE OF WISCONSIN Personally came before me Chia ....q.........day of ~~.~G..(1.1~.r .................... 19..~S..r the above named ......... .. ...................................~ .5.:.,ity:::... to me now to be the perso ......... -executed the. fore o' ig strume c nn e~~i1fQ ~ ~ f. ~ ~~ Nnta.v Puhlic - `asE'nun ~a ~,::<~.' ~r 19- z c~ 8- v 4_ 0- Hk.AI) C/IPA CURVE ~ MODEL ~~ 153 ~ 46 _ .... .. ~ ,~ . 30 --~ f 2U \ l , 20 40 64 80 100 i;ALLUNS LIItkS .....1 • 0 t30 ` tso z~n 320 ZS, F~ow pEF Mlrtulr CONSULT FACTORY FOR SPECIAL APPLICATIONS • Timed dosing panels available. • Electirical alternates, for duplex systems, are available and supplied with an alarm • Variable level control switches are avalable for controlling single phase systems. • Double piggyback variable level float switches are avalable for variable level long and short tycle controls. Sealed Qwik-Box available for outdoor Installations. See FM14Z0. • Over 130"F. (54°C.) special quotation required. 137!153 Series Yotb-Ph Ibda m • !I loot Duple 115 5 Nan„• 8.5 7 nr 1 1 115 1 8.5 •,.. Inokrdad 2 or 3 . _,._ 230 1 hurl 4.3 1 2 or~ "z3o t Auto a,~, • , tnolad.d 2 a 3 115 1 Nan ~ 2a3 115 1 Awe 10.6 Inckidod 7 M 7 230 1 Non 5.3 1 2 a 3 O CA N All in~lfitlOn of corwob, Prutacdoa dwicaa Lod vrlilny •h0u10 Ot done d!I i nttMmeO Ncensad alaetrielall. Alf electrical and >r~ety aodea ahouid ba roAowad Includhp the a+ost neon t/atione~ Elactrle Coda (NE:Cl and the Oooupatianal iahfy and Haaah Atl (08HA} ~O Itrtp:gwwrw.~oe/Ni Dorn ti) Pd i?"ti:1111C ~f4~lCkPA^.IIY • ~~ 1 R1t1V,;Tl: r-r .Irrir aNn :;:v~~.lt:hnu F;C;?I '7c 1~:t FMeI klrlcaw ital. t.itert• t:rl I;L:-:; -, 1.5 s~ ~~st ;~ at 1:5 .3.1 ~:i' IJ 1 i ~ :~o.'r ly 1.5 ~iZ 701 ~' `t~'• ' r i.v.l -la tr':? ~? 19i Tip 9 ' l~t ~ i4: .'..3 ' i.''i _udN vatvr.: 3t!.0 rl. (' l .tirn) ~ "..C~ t t ! Li.r :rl ..... ._.. ouca .t '.'7j.Si I ? a/~ I ~` L 'J/~`!/ - ~ I ~ 114 L,I.r 1 ~~ -- i 11 SELEC7fON GUIDE 1. Sirgk p'pQYtracl; verlyWtr lava! Iklet twltdt a double ppQybadc vpriittq (oval Aoal switch. Refs to FM047T. 2. Sae FM0712 for cotreet model of Electrical Alternator E-Pok. 3. VttriaWe level Control:uritth 10-0225 used es a wntrol activelor, rpocify dupkrx (3) Or (4) float eystem. RESERVE POWERED DESIGN For unusual conditions a reserve safety factor is engineered into the design of ovary Zoeller pump. .._.... .. MAIL TO: P.O. eoX 10Ji1 L.auiavdl-, KY 10256.0347 A/amrfrdwcv! o(. , SHr! T0: 3619 C.nv Ruu Revd c«~a.xY~o2ra.ra5r l~lurrPc«u~s,$%vcF /9~9" P!~/`!P !O. /5021 n6.1~3r • 1 {eory rue~u~rP FAX (00'1) 11b3821 © Copyright 2000 Zoeller Co. Nl ri hts reserved. `~ p ~ 6