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HomeMy WebLinkAbout018-1033-80-200 O y ~ ' 3 ~ O • c ~ _ ~ ~ 3 A ~ I ~ ~ 3 B O1 <D ~ ~ A ` 11 I cn I ° °-' ~ v z 3 w ~ o w '; ~ ~ ~ _ ~ 3 'n°'i 4° ~ '..~ ~. 3 c C m N m 3 fO ~ N 7 ~ A O O~ O v W W C lA\ a fl1 = m I I n N ~ y ty 1 O H O O , O S ! -~ '' O O v S~ O O C 3 i i O D - ~ O ~ i p 7 y p O O p r~ mil m (n Z D N C - a o ', - I m co D ~' d ~ 'i ~ I ~ O ,_, ~ ~_ o a I ~ N ~ n N N ~ ~ O N 0 0 2 N n d C ~ N ~ 3 ~ :'! Q 3 ~ I y. ~ ~ ~ ~ °: . 0 0 0 n ~ o ~~ c i w Z O h m fA fA Ul - Js O A H ~ ~ ~ ~ p N ~ ~ A Cn I; ~ f0 O1 .r ~ 01 I Ca tD N 1 ~ :. ' N ~ D D o o I =~ O ~ ~ ~ ~ n ,. ~ • I ~ !~l I m c ' ~, ~ , i I Z 3 ... ` ~ O ~ p ~ ~ ~! -' I i A Z ~ ~ O I W ~ m ~ rn ~ eo ~~ a z B ~ ~ I °o ;~ i Z , I 3 m ~ y Z r ~ I ~ I ~ I i I ° a 2~ o cn m~ c o a ~ T~~~ no ~ I trN. ~ O N N N r C fpny o a mo~i~ ~' s ~1 ~ (~ 7 fD ~ ~ ~ ti ~ ~ N ~ ~ ~ ~ I b ~~ o ~ no ~ ~ 2m ~ ~ O ~ n I N 7 ~ `O ~ ~ fOD ,< ~ NO ~ n "' a I O O I c n p Al ~V j W I O i I ~ 0 ~ I ° O' Parcel #: 018-1033-80-200 12/29/2005 11:22 AM PAGE 1 OF 1 Alt. Parcel #: 16.29.17.241A-20 018 -TOWN OF HAMMOND Current ! X ~ ST. CROIX COUNTY, WISCONSIN Creation Date Historical Date Map # Sales Area Application # Permit # Permit Type 00 0 Tax Address: Owner(s): O =Current Owner, C =Current Co-Owner O -WEINERT, ERICH M JR & TONYA L ERICH M JR & TONYA L WEINERT 988 CTY RD T HAMMOND WI 54015 Districts: SC =School SP =Special Property Address(es): ' =Primary Type Dist # Description " 988 CTY RD T SC 2422 ST CROIX CENTRAL SP 1700 WITC Legal Description; Acres: 6.350 Plat: 1100-CSM 14/3911 FKA CSM 6/1714 SEC 16 T29N R17W PT NE NE FItA CSM 6/1711 BlocklCondo Bldg: LOT 3 NKA CSM 14/3911 LOT 3 6.350AC Tract(s): (Sec-Twn-Rng 40 1 /4 160 1 /4) 16-29N-17W NE NE Notes: Parcel History: Date Doc # Vol/Page Type 08/16/2000 628288 1535/41 WD 06/19/2000 625007 1520/93 TD 06/06/2000 624270 1516/370 QC 07/23/1997 978/89 WD more... 2005 SUMMARY Bill #: Fair Market Value: Assessed with: 90304 303,300 Valuations: Last Changed: 08/24/2005 Description Class Acres Land Improve Total State Reason RESIDENTIAL G1 6.350 37,700 213,000 250,700 NO Totals for 2005: General Property 6.350 37,700 213,000 250,700 Woodland 0.000 0 0 Totals for 2004: General Property 6.350 37,700 209,700 247,400 Woodland 0.000 0 0 Lottery Credit: Claim Count: 1 Certification Date: 09/2612005 Batch #: 05-18 Specials: User Special Code Category Amount 010-GARBAGE SPECIAL ASSESSMENT 60.00 Special Assessments Special Charges Delinquent Charges Total 60.00 0.00 0.00 t'V `~~~ oo • D ~~2 6~ ~` SEP 192000 Q~~~o~ ST. CROIX COUNTY J~ ~~~~~or`t1\ ~ 62~~~QO S4 cnRVEYOR'S RECORD ~~-~/ _____- CER T 1 F 1 ED SURVEY MAP L OCATEp 1 N THE NE 1 i4 OF THE NE 1 i4 AND I NCL UD 1 NG LOT 1 OF A CERT 1 F 1 ED SURVEY MAP RECORDED I N VOLUME 6, PAGE 1 T 14, ALL 1 N SECT l ON 16, T. 29N. , R. 1 TW. , TOWN OF HAMMOND, ST. CRO I X COUNTY, W 1 SCONS ! N PREPARED FOR: RON BONTE ~~- NORTHEAST CORNER ~ 0 SECTION 16 -FOUND t ALUMINUM CAPPED MONUMENT '~ 'Z o ~~~~ I UNPL ATTED LANDS ° ~ 'S:a ' .............vor:•r529;~•PC.2Tl • ~~ i 66' WIDE ACCESS EASEMENT 4 ~ - S87° 43' 08" E /329, 38' 66. b8' I I 829.23' m i 45Q~0_, .. ~ H s ~.~~ ~ ' ~ 500.15' ( 0.; 0 ~ yp O -+ ' cn of ) p wI ;n r Z o ~ ©~' ` ~ o ~0;'' LOT 3 ~ ~ A u! -i N m : 2 lam- ~ ~ LOT 2 ~~ O ~ ~ 6. 35 ACR ~ ~I ~ ~ :• ~ ~ : ~ 0 276, T41 SQ. FT. I ~2 ~ -1 o m 15. 65 ACRES I ~+_ ~ 5. 72 ACRES EXC.: RiW I ~' "' :" „ _ ~ n :~ M N ~ 681, 756 S0. FT. ~ ~ 249,x147 S0. FT~ IN ~) ~ ~? z ~ m ~ m D ~ ~\ ivI :~ : ~ ;' 500. 00' ' m ro r" ~ m I Qo~' S0, 05' p ~ : ~ Z ~ m 27. 60 . 449. 95' 100' I p ti FOUND 1 " IRON PIPE -~ O N8 ° 05' 17" W 62T. 60' ~ O CA rn ~ S52°08' 25"E 0. 3T' O l N89°3T' 51 "E) ; to FROM SET IRON w O 50' ( 'w w , UNPL A.T TED. ~ ; 5Q' ~ ,~ LANDS. _ z SOUTH LINE OF THE NE-NE a; rn o~ EAST QUARTER CORNER rn _ '~ ~~ SECTION 16 -FOUND N88° 05' 04" W TOO. 29' - ' """ o ~ I AL UM/ NUM CAPPED MONUMENT ~ ~ APPROX. - 0' S. ~ ~ ' UNPL ATTED LANDS OF FiL E. AND ~ I ................................. I' W. OF F~L S. ~ APPR01/En sr. cROlx courvr~r Planning Zoning and Perks Committee JUL 2 6 ZOOQ LEGEND • FOUND 1" IRON PIPE O SET 1 "X24" 1 RON P ! PE WE 1 GH 1 NG I. 13 LB5. PER LINEAR FOOT f ) =RECORD DATA = EXISTING BUILDING If not reCOrdcd within 30 days of approval date approval sha-I be null and void iti~~ ~~SC~Ns ,~ .TAMES M" ~ 1tr WEBER ~ sssoa Parcel #: 018-1033-80-100 12/29/2005 10:52 AM PAGE 1 OF 1 Alt. Parcel #: 16.29.17.241A-10 018 -TOWN OF HAMMOND Current ~ X', ST. CR01X COUNTY, WISCONSIN Creation Date Historical Date Map # Sales Area Application # Permit # Permit Type 00 0 Tax Address: Owner(s): O =Current Owner, C =Current Co-Owner O -REED, STEVEN G & ERICKA M STEVEN G & ERICKA M REED 990 CTY RD T HAMMOND WI 54015 Districts: SC =School SP =Special Property Address(es): ' =Primary Type Dist # Description ' 990 CTY RD T SC 2422 ST CROIX CENTRAL SP 1700 WITC Legal Description: Acres: 15.650 Plat: 3911-CSM 14/3911 SEC 16 T29N R17W PT NE NE BEING CSM Block/Condo Bldg: LOT 2 14/3911 LOT 2 15.65AC EZ-U-1691/129 Tract(s): (Sec-Twn-Rng 401/4 1601/4) 16-29N-17W NE NE Notes: Parcel History: Date Doc # Vol/Page Type 08/08/2000 627793 1533/01 WD 06/19/2000 625007 1520/93 TD 06/06/2000 624270 1516/370 QC 07/23/1997 978/89 WD more... 2005 SUMMARY Bill #: Fair Market Value: Assessed with: 90303 258,200 Valuations: Last Changed: 07/1412004 Description Class Acres Land Improve Total State Reason RESIDENTIAL G1 2.000 26,000 174,800 200,800 NO UNDEVELOPED G5 13.650 12,600 0 12,600 NO Totals for 2005: General Property 15.650 38,600 174,800 213,400 Woodland 0.000 0 0 Totals for 2004: General Property 15.650 38,600 174,800 213,400 Woodland 0.000 0 0 Lottery Credit: Claim Count: 0 Certification Date: Batch #: Specials: User Special Code Category Amount 010-GARBAGE SPECIAL ASSESSMENT 60.00 Special Assessments Special Charges Delinquent Charges Total 60.00 0.00 0.00 _ ~~ c s~°yri• G ji r~ ~ 1 ICED 41.'T~84 ~ ~• S~EP 26198 ~ Pa ~f/ ~ c> f> ,~'~ / ~ ~mra o• c~,~~ CERTIFIED SURVEY MAP ~ ~ Gn1x Cw~t~ CHRISTIAN AND EVAN HANSON `ti'~i ~ Part of the Northeast 1/4 of the Northeast 1/4 8 of Section 16, Township 29 North, Range 17 West, NE coR. sfc. /s, T 29 N, R /7W, Town of Hammond, St. CroiX COUnty, Wisconsin• /COUNTY SURVEYOR'S MON./ APPROVE~J • 0 UNPL A T TED LANDS ~ ,~ o S ~P 2 G ~gg6 N 90.00'00 "E 627.79 R /EAST/ -~ ~ 377. f73'I 30.0 3 ~ ~+ sr. ,~;c,,x cou:,rY ~ J I o i ~;, COnnP.;EHEN51'+ P~f;t;, r!Ar•uMNG SHED SHED ~ W M ANU ZONING COMMIfiEE4 ~ , _ I ~ o ~ ti N ~ ~ Z b ~ ~ '` N ~ ~ too Q~ h /~ " ^~ ~~ ~ry ~ h ~ .,~~ ~'n ~ LOT / U'"V -„I _ o~ ~o ~ 7. 9B0 ACRES ~ _~ b ~ ~I ~ y N 347, 626 SOUARf FEfT Ml N ` {~, W °j ~ h NET = 7.346 ACRES - N ~~ I. JI ti~ O 3/9, 997 SOUARE FEfT „ ~ 3 h JI 1 N ~ a , ~ O I ,r ~ J y a ~I y 2 ~ Indicates 1"x24" i on pipe 30.03 I ~ ~. 3 7T. 33 R b weighing 1.13 lbs./f W { S B9 • 37' 3/ "W 627. 6'0' m ~,' set. °o, ~ c; ~ Indicates 1" iron p~ ipe " Q y +~ b found. , UNPLATTED LANDS REC./N l''+ E //4 COR. SEC. /6, T29N, R /7W VOL_494, PAGE 42/, DOC. 3/4634 ii .Dated: Sept. 15, 1986 ST. CRO/X C.TY, REC. SCALE-~° 200' /COUNTY SURVEYOR'S MON./ is O /00' 2G1~' 400' 600' Description: That certain parcel of land located in the Northeast 1/4 of the Northeast 1/4 of Section 16, Township 29 North, Range 17 West, Town of Hammond, St. Croix County, Wisconsin, more fully d~seribed as follows; Commencing at the Northeast corner of saic Section 16, thence S 02 52'37"E 461.00' (assumed bearing on the East line of the Northeast 1/4 of said Section 16) (recorded as S 00°00'00"W and South to the POINT OF' BDGINNING, of the parcel to be herein described; thence continue S 0252'37"E 552.40' on said line; thence s 8~°37'51"W 627.60'; ti7ence N 02°52'37"W 556.45'; thence N 90°00'00"E 627.79' (recorded as East) to the POINT OF BEGINNING, containing 7.980 acres, being subject to easement over the Easterly 50.00.' thereof for C.T.H. "T" R.O.W, purposes and also being subject to easements of record. Note: The above described parcel is not a buildable lot at this time. This parcel is to be attached to those lands as described in Vol. 494, Page 421, Doc.# 314654 of St. Croix County records. A suitable percolation test and approval of tt.is parcel as an independent lot by the St. Croix County Zoning Committee must be obtained prior to sale of this lot as a buildable parcel. State of Wisconsin) County of Pierce) I, Laurence W. Murphy, Registered Land Surveyor, do hereby certify ~,~1t~t~~lgti that by direction of the Owners, Christian and Evan Hanson I ~~*~ phi have surveyed and divided the lands shown hereon in ~ ~~~~~\SG~NS/~~~ accordance with official records, Chapter 236 of the ~~ ~ •,••'"•••••" ,`~~j ~ Wisconsin Statutes and the Ordinances of St. Croix County: ~ 1 1'Al 1~CAl /7~ J~ 1 ~ ~C /~ -~ ~ ~° / Y ~~ ~r y, s ~°'~ G pros r o a~ ~ 11/ fines ...ice ~ /~ ~°^ Y .,,~...._ ______._ ~, .. ______. _ r._. ___. __ _._____. ___.___ _,_ _ .__ __~.__._....__...._..__. ___ a _.~_..~ _...~... ~'~,'r ~0' ~ .... ..... ~„ ii1 s ~ ' w 6-~ r- , ~ ~ '~.. 3,~0 ~ ; 5 ~ 9 ~ 5 ~ ~ ~+ g 5 a ~.-- -------~.__,...__ _~---.._. _^._ ~ 1 ~/ .r~:_ ~.: ~ Iir~~ ~~e I ~ ~'' ~ ~ t IRA~~t~ 0~ /~ ~U~Vg'~l At~~ r~-7` ~~~ ~~ ~ ~ ~ ,~~ ST. CROIX COUNTY WI SCO NSI N ZONING OFFICE 796-2239 (HAMMOND) 425-8363 (RIVER FALLS) HAMMOND, W 154015 August 15, 1983 Division of Safety and Building Bureau of Plumbing P. 0. Box 7969 Madison, WI 53707 Dear sir: An on site investigation for the Joel Hanson property located at the NEB of the NEB of Section 16, T29N-R17W, Township of Hammond, in St. Croix County revealed suitable soils at a depth of 26 inches, below which seasonable high ground water was noted. This site should be suitable for a mound system. Should you have any questions please feel free to contact this office. Yours trul - . ~, ~z~ Thomas C. Nelson ' Assistant Zoning Administrator TCN:mj _ ~_ ._ SBD 6fi78 (9/811 (Plb f00a1 { ~ STATE OF WfSt~~lf~ttHit~ .; , Detach. And Return lJpper alvlslold o~ sa~~~ E, Rortion _Of This Form With ' BuaEAU a~ P~~ . ~ :.:.: 20i E. WASHFN~'t ~i#.~:;. ~ . Any Re#u~rn .Correspondence P.a Box ~ - MADtSON, Wl ~3~~ ._ ,. DATE: 09/06/83 ~.Bo~ECT: .a ~, - . ' Hanson, Joel -Residence ~ 't~~.< 3a(b) a` NE,NE,16,29,17W ~ Tn Hammond ~~~* ~, Everett Boldt St. Croix WI ~ ~ ~, ' , _ 820 Main Street.. -~ , Baldwin, WI 54002 -- ~' P""LAN I D. # .. 83-05456 ~ ' ~ - ? ,, r~ DETACH HERE PROJEGTNAME HdnSOn JOeI - ResldenCi' PLAN ID. # 83-~~I545fj - - ~ ~ :_.. r 4- ~R This is to acknowledge receipt of your plans and specifications for.ttte above-indicated project. _ = ~ n ft ~; ~ _ ; PCEliminary reVleW IndlcateS the required fee I5 $ ~R a ~ Fee."Received is $ yS#,~ya ~, ,i '~ + ; ,i.ri' dMt Underpayment -Please submit the additional fee. ^ Overpayment - Refund forthcomttsg., `I ~~ t , Plan accepted--fior review, - Plans being returned. No fee has been remitted.. Plans submitted with no fees will. be ^ Additional information requited. aEl~ld„ , 3 ; "," held in abeyance. .<; ; ~ ;. _ ~:~ .,. s '~s t. Plan Sufxnission ^ Complete data relative to afltici~'~~` '~? [].Additional information shall be subriiitted in duplicate un- ' ^ 2 copies.of PLB ~ eneipsed, y' - _~`'~ ' .. - f ,. less specificalty rested. ~ Deed restriction required (1 copy). -'~. ~' _k .: ^ Plans not clear, legible or permanent. '• t ~~ x ~~'" Condominium declaration.. {1 copyi _ ~ r~ All information submitted shalt be signed, dated and sealed 1 s, *~ ~' -~~~a or stamped in accord-with Section H 63.08(2)(a) Wisconsin - ~- F*G' Administrafiive Code, ^A'Ffidavit enclosed. 1V. Holding Tanks , Profile of holding tank showing `~,,. manufacturer it precast. Gorrtp ~ = . ~ `i~ ll: Rressurize Distribution Systems (Mound or In Ground Pressure) site constructed. ? ^ Application for use of an alternative system signed by owner ^ Hotc#irig tank ~greement signed bar eii'~ tl> and notarized. (1 copy) government {sample enclosed). ~ `- ~; -; " County onsite .required {1 copy). ^ Design calculations ^ Reason for installing holding tank. SDiI t ~r• for pressurize distribution. ^ Soil boring & percolation from county (1 copy), ..test data. ^ P1ot Plan showing location ofi•haklirpl~tle~ilt~~t-< ^ Cross section of system; ^ Pipe lateral layout. - ances to an buiidi ~ [] Plan view of system. ^ Plofiptan: Y ng, wells; vua;~r .v course, lot lines, swimming pools;, al( 1tl~e~ ~~` Verification of Exception Status Form by County. (1 copy) Eta, provide benchmark with e~esaet#~ ~ ~! :x~.h lY1i Private Sewage Disposal Systems V. Lift Pump ~ : ` Ground .slope with 2' contours in entire area of soil absorp- } ^ Calculations for total lift pump dish, h a tion system extending 25' on all sides. :1 ~ ,~; Elevation of permanent reference point (benchmark). pct~nped Per cyc)e. f-... [] ~ze;~tength ~ depth of force main. ~ ,. - ^ Location of area suitable for replacement system -provide ^ C?etail & model of pumper autvrna#ic soil data. size, Pump curves, drawdown and at~age-Aorv ram C ~] Plot plan showing -lot size and ali lateral distances from. ~ ^ Cross section of-lift pump tank shnwinq,pu~ls) tfr -sewage. disposal system to .buildings, lot lines, well, water _ ~:~;k-; ~. siphon (s). course, vaimming pools, water service piping, Etc. ~ ~~ ' - ^Construction det8il of septic, holding or lift pump tank if - - site.ca7nstructed or tank manufacturer if precast. V I. Stirstems 1n Fit( (Fill must be ptaced priet• to ,pta+ti sulxr~ed6f~u1;! Construction detail and cross-section of soil absorption ^ Total area filled lfil! to extend 29'•~~dga cr# tc~ssh sysfiem. before side slope begin). ' ' ^ Soif boring and percolation test on 115 completed by cer- ^ Depth and type of fi16. sG ~ ~ ~`~'~~'~ `- tifieds+rn"1tester f'k CopY~• ^-GopY of agnate ~ bY~~Y`"5~~+~-~~ r~ ,- t "r~ ~gz _ ,,: , ~ T. ;~ ~ ~t r` f~ ~ , ~~ .;~, R .1; ~ ~ r ..,t.~~-. m~ .'.,.~r..~ ~~ ~„- '~ ~ ..,~.,,. -,~„- ~ (..~.~._ i,..,,,Q,.+,~,K-,• ry{ ~~ ~. b~ .~(~:. r~-~r^^r•---•°-'rs~-~,.'~"~a9~ ~. r7'iJ r2 L7 'Lrf~Yr`~ 1` :.~~a :lj7 I,IF~ ~~~~ .^~ -~ ~* ~ - t. +~+~p ,cl~"sgt~,l7~ti ~ .~`~y.: i'~s,lk d , f~ .`,~:'~ ~ ~'~ f v ~+~f,~ViGEl~« ? ~ ,5.'~~~'' =~ ~-.'~:e `~F~#~y~~~~~r G~...,Nf!}i~. ~~~~`. f 3CS~Ffd ~" ~ tL~''~'C# ':.' "` a4~ _~~ .~iq~~~ t~ ~ti*R ,dwrt ~'~ rya ~~': ~~ . ~ ~ 7y . ~~ Y 9`A~- ~ ~ t°f i ~ [lirP-. ~ .: ~;. %Y ~ ~ y d5:: ~ =, a k , . ~ ~ ' _ ~~t ~~ ~(,~ _ .s~ d F A °9° 777 Ms ~. ,r ~ ~ci[ `~ F~Gx ~ ~ ~' ~ .~ ~'~~~? y~ ~ i a =i+t . t'. ~ .e v -1+ . .ate ~ ~ }. ~ ' - tt ' )'t ~ f.~ ",. 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I ~R~~ar`~;}Yi:(+~ ~ dS~ y '~~3t.` ~ ~£~ Y ~` 6.t _ ~,f' ~.:ii~ i~' 1 ~ C!3 `~ M r- `~: + F ~a r~.r r , yd ~, 1 .,S~w'K "M < „ ~ T ` i ~~,•~,~,~~sf',77.7~ '1~`-+~id~ ~ .'^aY ~ r i., ~ ~ f+f` ~fl`Fk~r;'~t~:3~ _._. ,s. rfr" sT~Yt9+Sfk-, {1 ~~ "~ _ -. t+i,,ya}, °Lt~ ~ - _ '+ r5 - t•~t;~;S~~3~,s~fi ~, .+ ~~.3'~,S"*1~7l~~ ?mot ~, Y, ~~ _ .>~ L~..~,,;: ~ -. .~""SfN„';',{~ii~+K'~1'a..,: ~>-I: _ t :£~t'kA .S i'TJ~ ..'{, t ", , ' d afa ~1 r9 rs' L~ ~'Y f ~ ~~ 3, .. t3y ~gg~"~ tt rn Ir-~G~~, ~ .s' } ~i a ~~k ..' d ~'-' ~' ~.( J'Fy ,l k .,~ [g~ t a'do' ~f ti~ ^`u'x~~'. ~d #+"ty ~ ~ '' 'rfi F ~> .n p, '..~~ a dt~t z: k :alt ,~ 'V' 4S Sr ~ ~ ~ ~ ~ .+c :C .. ~ ~1~ +.- ~ Pik ~~ ~'~ r ,~ ~; :- ,J _. o ~[ ~ .~~~v"r s y. ~~~X b ` -- y ,.f. .' C ~~n~',. ~.f ~f7~r ~ '~ ~ '~i, ~~~ f` r ti'd~ ~~ ~ ~!'~*'~I:'.d ~ ~: a - ~t# d ~ ., i t~ 'f S u'~`ke,r ~' :Y~ e ~.'rt'ti ~ rr 1 _~ k'° " ~ r ~~m e ~~~ ~~' ~~' ,' ~ ~~ ~~~.. ~ 1 f'r~'4 ~t ~F y~c, r -~ ~h 4v, tiv ~ q, la ~ A+R '~ k 4~ µ' ~a rM3F.' t;~i Yi' n,r~t~, fl ~ ~~ i tY( ~~~ 3` ;! t t .. l- :A... Y..•. cg~~~.~ -_' . ___ .......Department-of Industry, Labor and Human Relations __ _ _-- ~""~`°^~'^ Division of Safety & Buildings D I L H R Bureau of Plumbing ~~,~^T ~ ~ 8 P .0. Box 7969 ~II'1OUSTFl4,LgBOp 6fa,mianwEUaTionS MddiSOn, WI 53707 `~ ~y ~ ~9 Te 1. ( 608) 266-3815 a~ . r `~ ~ ~ '"- L-~ ~ .~:~ `_.~ _; NAME OF PROJECT ~\rr~ a rn ~ ~ ~~ wr+ac viva r - ^ GENERAL PLUMBING PLANS ~;~. ~~ Fee Received: Priority Plan Review Un y Examination of plumbing plans and specifications for this project has been completed. In accord with Chapter 145, Wisconsin Statutes and the Wisconsin Administrative Code, the plumbing plans and specifications are approved contingent upon compliance with the stipulations shown on the plans. Please review your code for the requirements of each code section noted. The licensed plumber responsible for this installation shall keep at the construction site one set of plans bearing the department's stamp of approval. The installer shall also notify the appropriate inspector of when required inspections are to be made. te, Y -beg-iaa . In granting this approval, the Division of Safety and Buildings does not hold itself liable for any defects in plans or specifications, plan omissions or examination oversight, and reserves the right to order changes or additions if necessary. This approval is based on Wisconsin Administrative Code requirements. It shall be necessary to obtain and fulfill the permit requirements of the city, village, township or county in which this installation is to be made. Failure to obtain local permits will. automatically void this approval. Sincerely, For Private Sewage Systems Only; aA This approval is valid for two „~ years or it will be valid until ~~ '~ ,,~-~'"~ ~~' ,:~ - °' the expiration date of the initial James Sarg~it, Bureau Dire or A`` sanitary permit. cc: DPS - OWS Local PI County Owner ~/ H & R & Rec. San. Section Plumber Bur. of Health Fac. & Services Other SFp~CF~~' ALL CORRESPONDENCE I~~z~! v ~ REFER TO PLAN o~._~G ~ DENTIFICATION N0. DILHR SBD-6099 (R. 05/82) STATE OF WISCONSIN-DEPARTMENT OF INDUSTRY, LABOR & HUMAN RELATIONS DIVISION OF SAFETY & BUILDINGS - BUREAU OF PLUMBING P.0. BOX 7969 - MADISO*i, WI, 53707 APPL I C,4T I OPd FOR TIDE USE OF AN ALTERNATIVE SYSTEM Location: NEZ~ NE ~LIS 16 treet Address: T 29 N/R 17 Landowners Name: Joel Hanson Township/K,~d~i~3C~t~j-$ Hammond ubdiviaion: St. Croix ty: Mailing Address: Hammond, WI 54015 I (We), the undersigned, hereby make application for an alternative system on tihe above-described premises. I recognize that the above premises are not suited for a conventional private sewage system. If approval la granted, I agree to have the system installed in conformance with the Bureau's approval of plane and specifications. I further understand that an alternative system is more complex in nature than a conventional private sewage system and as such will require detailed inspection during construction and monitoring after the system is put into use. I agree to penait both county officials charged with administering county sanitary ordinances and Bureau employes or other authorized persona to have access to the above described premises at any reasonable time for the purpose of inspection the construction of or monitoring of the system. I further agree to either personally or by my agent contact the proper county official to arrange the time and date to begin construction of the system. I understand that this application does not permit me (the applicant) or my agent (the contractor) to begin installation. If the system is approved, the Bureau will send the applicant a letter of approval which authorizes construction of the alternative system after all necessary permits have been obtained. I agree to give notice to any subsequent buyer that an application for an alternative system has been made and if installed, that the premises are served by an alternative system and further agree to give the buyer a copy of this application. The Bureau accepts this application subject to this understanding and subject to all the conditions and obligations set out in this application. STATE OF WISCONSIN SS. COUNTY OF DILHR-SBD-6413 (N. OS/81) Signature of Applicant Date Subscribed and sworn to before me This day of 19_ Notary Public, State of Wisconsin My Commission Expires: WISCONSIN DEPARTMENT OF INDUSTRY, LABOR AND HUMNN RELATIONS DIVISION OF SAFETY & BUILDINGS, BUREAU OF PLUMBING P.O. BOX 1969, Mf1UISON, WISCONSIN 53701 Verification of Exception Status for an Alternative Private Sewage System In the County of St. Croix Location NE 1/4,NE 1/4, Sec. 16 T 29 N, R 17 $X W Town ~rx~,xi~pgZf~gix Hammond Street Address Lot No. Block Subdivision Landowner's Name: Joel Hanson The application for this site is for: ® new construction use. ^ replacement system use. If this is NEW CONSTRUCTION USE, tl-e alternative private sewage system is: to have one of the first five approvals guaranteed for this year. This is number 59 - 11 - 4 of thuse applications. (Use one of the first five quota numGers slued to-you.) [ one of the applications needing a quota number. The quota number assigned to this application is - - [._~for one additional hoa-esite on a farm to be occupied by a parent, child, grandchild, sibling, niece, nepl-ew, or first cousin. [ for an individual lot for which a sanitary permit was issued but was later ruled unsuitable due to r-ew or charmed soil criteria established by the department. for an application on file prior to February 1, 1980. ~_.]for a lot that meets the criteria far a conventional private sewage system. If this is a REPLACEMENT SYSTEM USE, the alternative private sewage system is replacing: ^ a failing conventional soil absorption system. ^ a holding tank that was installed and in use prior to February 1, 1980. ^ a privy that was installed and in use prior to February 1, 1980. If this is a REPLACEMENT SYSTEM USE and the lot meets the criteria fQr a conventional private sewage syste-u, check here.~_] I certify that the above information is true ar-d accurate to the best of my knowledge. ~ Thomas C. Nelson "~ ` ~~ Narne Signature County Official Title Assistant Zoning Administrator Date August 15 ,, 1983 DILHR-S8D-6158 (R 12/82) ~ z•v,zu~;~~vm o~o~~-~-~~z m a ;a ~ G7 - n ° a ,C7 cn 1~ ~~ C Z I c o ~ _v cn ~-~ I,N (~ m c° o ;c -v ~ ~ ~'~ ~m ~ -~ ~ o i~ ~ ;~ !-v cn cn -v 'v cn m ~cn ~ ~ -n cn a .z ~ ' x ~~ v ~ ~ ~ c~ ~ is ~ 0 m io m ;~, ~ '~ ~~ o cn v ~ ~ c~ ~ ~ m ;~ p cn ~ ~ m m ~ ~~ ~~ ~ n ~ ~~ ~ ~ ~ -v ''~' C . ; m -D'~ n ~ , p '~ ~ o m ~ ~~ ~, ~• -~ ~ ~ ~ © n ~ o .~ `~ m ~ c ~ ,,, ~ ~m ~ c o ~ ~~ -~ ~ ~N ~ v ~' ~'~ v, cu ~ a. ~ o 0 o ~ ~ ~ ~ ~ o ~ ~, ~ ~co 0 0 ~ ~. ~• ~ ~ ~ ~ ~ ~ ~ -• v- c ~ ~ o v v m ~' ~ ~ ~ ~ o ~ ~ v ~' v ~ m ~ ~ ~ ca ~- ~ ~ v m ~ ~ ~ ~ ~ ~ m n. ~ o v ~' ~ ~ ~ cn m . ~ C7 = ~ ~ a- ~ ~ =• o m -~ v ~ ~ ~' ~• ~ c~ ~ N s v Wisconsin Department of Commerce PRIVATE SEWAGE SYSTEM Safety and Building 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 Weinert, Erich Hammond Townshi CST BM Elev: Insp. BM Elev: BM Description: TANK INFORMATION TYPE MANUFACTURER CAPACITY Septic ~` ~j y,~~ f2-ti 2 !n' U V Dosi l( Aeration ~' Holding TANK SETBACK INFORMATION TANK TO P/L WELL BLDG. Ve t to Air In~ke Yl~' ROAD Septic N i, / ~ 2~ 2 fi i Dosing G ~ / i / Aeration Holding PUMP/SIPHON INFORMATION Manufacturer, Demand C~~~~T1 ~ l ~ GPM j Model Number ~ ~~ ~ ~~~ r~ TDH Lift Friction Loss System Head TDH. ~~~~t '~ '~. fl ~ `~~ Forcemain Ler~~ ~, _ Dia. I i Dist. to elt~' I i ` 1 ~ ~'Y~~' S~ ABSORPTION SYSTEM (~f .r~ ll,'11~~ -->~/ ELEVATION DATA county: St. Croix Sanitary Permit No: 399570 0 State Plan ID No: Parcel Tax No: 018-1033-80-200 STATION BS HI FS ELEV. Benchmark ZT ~~ S /b . Alt. BM Bldg. Sewer ~- ~- ; ,` I ' SUHt Inlet , ,l St/Ht Outlgi~- r a,,.~ Dt Bottom ~, ~. ~3 Header/Man. Z. ~ ~ ~ ~ u ~ ~ Dist. Pipe ~~~ ~° Bot. System . ~~ Final Grade Z rt ~-C Cow _ f ~ ~ ' ~ t, It ~.2~ /,~~6 /~ (, 7 s .- ~ C'~;-~~ ins ~~ 7~ ~f ~t~~ - Of Trent hes ~ I ~~ ~ S PIT 4 Dia. SETBACK SYSTEM TO P 4 LDG WELL LAKE/STKEAM r.t i ti Manuracmrer. INFORMATION ~ CHAMB OR Type System: ` ~ 1 . ' IT Model Nulm er: ~~~L~ 1 ~/ DISTRIBUTION SYSTEM ~-- HeadedManifold ii j Distribution ~ Pipe ~ ~ ~~ r ~ x Hole S'ze ~ ~- rrl x Hole Spacing l/ Ven r Intake ~ Length Dia ength Dia ~ Spa~irrg /' U r SOIL COVER Y PrassurP Svefr±ms Only rY Meund Or At-Grade Systems Only h Over // ~ f th Over B !f h Ed xx Depth of -, : T il ' ~~ C xx Seeded/Sodded xx Mulched Bed rench Center ~ I renc ges e ~ opso ~ ~ Yes [~ No ~ Yes ~ No COMMENTS: (Include code discrepencies, persons present, etc.) Inspection #1: S a /~ Z Inspection #2: //~ ~i Location: Hammond, WI 54015 (NE 1/4 NE 1/416 T29N R17W) N ~ Lot 3 , ~ ~L '`~~j'~~ P~e~ o: 16.29.17.241A20 1.) Alt BM Descnption = ^~ ) ~:'~ C~C,1 ~ ~~ ~'~ ~~'~ ~~ i rti /~:~ r ~~v..ti ~~ y 2.) Bldg sewer length = 22 ~ u~l~ s"/Oy~d ir~~4- -amount of cover = /T CU, 1~~~-~ -~ ~-. L~ yr -~v ~~C 1~~1, ~CL~~ ~I ~f 3.) Contour = ~ I tL~(ir'/I;~f` j'n ~r~ N,2,Q.~ /~~,{~ '~ ~ ! -~ Plan revision Required? a No ~ '~j f~ ~ Use other side for addition i rmati I__!_~J ~ ~ _I L- - ~ ~ ~~---1 Date Insepcto s Signature Cert. No. SBD-6710 (R.3/97) ' ` Sanitary Permit Application , : Safety & Buildings Division In accord with Comm 83.21, Wis. Adm. Code 201 W. Washington Ave. ~~ See reverse side for instructions for completing this application PO Box 7302 SCO/fSin Personal information you provide may be used for secondary purposes Madison, WI 53707-7302 Department of Commerce (privacy Law, s. 15.04 ' (Submit completed form to county if not ~ '~~- state owned.) Attach complete plans (to the county copy only) fo ,.tetra,°an'pap6r.-ngt,]ess than 8 -1/2 x 11 inches in size. County" _ State Sanitary Permit Number a if revision o previogs ap}fiication State Plan I. D. Number I. Application Information -Please Print all Information - " '~- Location: Property Owner Name -1 r~, ,, ~~ ~ . ., l~ I ~ ~" ` Property Location ~/ _ . f ' ~~~~ , / ~ " 1/4 ~ "1l4 R S 7 ~ T N ~ L , v / . , Property Owner's ailing Address ._-~',, ~~ , ! Lot Number Block Number ~ _ ~" / City, State Zip Code obe'.Np~be,..r ., .. ,"• °; :;; Subdivision Name o CSM N r II. Type of Building: (check one) Dwellin - No of Bedrooms :~ ~ lae't- f ~e" ~w 1 or 2 Famil ^ City ^ Village y g . _ ''Town of ^ PubliclCommercial (describe use):_ ^ State-Owned ~ ~i~"?7~~1>G' / Nearest Ijpad ~, _ C / Parcel Tax Nu er(s ~ ' O -LO III. Type of Permit: (Check only one box on line A. Check box on line B if applicable) A) 1. New ~. ^ Replacement 3. ^ Replacement of 4. 5. 6. ^ Addition to System System Tank Only Existing System B) Permit Number Date Issued ^ A Sanitary Permit was previously issued IV. Type of POWT System: (Check all that apply) ~ ^ Non-pressurized In-ground J$CMound' ^ Sand Filter ^ Constructed Wetlan ^ Pressurized In-ground ^ Holding Tank ^ Single Pass ^ Drip Line ^ At-grade ^ Aerobic Treatment Unit ^ Recirculating ^ Other• ~' V. DispersaUTreatment Area Information: r' ~ 1. Design Flow (gpd) 2. Dispersal Area 3. Dispersal Area 4. Soil Application 5. Percolation Rate 6. System Elevation 7. Final Grade Required Proposed Rate (~al~./ /s in./inch) >~.~~ Elevation VII. Tank Capacity in Total # of M ufacturer Prefab Site Steel Fiber- Plastic Information Gallons Gallons Tanks Con- Con- glass New Existing ~ ~ 'W Crete structed Tanks Tanks ~ ~ _. .t ^ ^ ^ ^ VIII. Responsibility Statement I, the undersigned, assume responsibility for installation of the POWTS shown on the attached plans. Plumber's a (print) Plumber's Sign a~ture (nos ps): MP/MPRS No. iness Phon e Number Bus .J f ~~~ z S / ,X_F.~ ~ ~ / .~ h / / ~r CJ ~ ~ ~ 5 ~Ci Plum is Address (Street, City fate, Zip C .- _ % 5" `7 _ ~ ~~ lC~ ~ "t~ ~: C_ ~ C ~ ~ ~ ~ G ?~ IX. County/Department Use Only ^ Disapproved Sanitary Permit Fee (Includes Groundwater Date Issued Issuing Agent Signature (No stamps) Approved ^ Owner Given Initial Adverse Surcharge Fee 325 °"/~t~ !6' ~2'D~ Determination X. C nditions of Approval /Reasons for Disappr o oval• ~{K~j" P arh nC (~ . rrl t ~ !mac ~t~Ot(Atyt„ d4 l~a~+.rr,G"(~,11~'c.. vu•A,t.-~v~twaiwt.~ ~~ .a~fiy tt*~-.~Z~c~~~CGr~.~Z~ ~.lliti ~o reM.- /. i ~ ~..y.~ ~µ{ aG . t Oc su+Ttd w t~ ~- • c{~ ,S~p .F. ct~- '~~'s w~ ~ n~ cc d~ 4 - '~ U PP v e~ •ttse N•a ~ SBD-6398 (R. 07/00) r ~ ~ ' t ~ ~ N ~ ~ ~ ~ i ~ ~ 1 ~~ O ~ ~ ~ ~ ~~ '~ ti~ ~ ~ ~~~~~~ -~~ic ~Y~ ,~~ 4 W N ~ ~. ~ D4 ,•y 9cv wy ~. ~~ cv ~ ~ 'W ~, cJ 1 ~~ i ~j~`i ,. r~ ~ . ~, ~ ~' .___...._.y 4'~` M ( ~ t , L` 6• ~~ E ~~ `~ ~ ty0.' ~ ~~ ~' ~ v ~, ~. c,~ ~~yy t yYA :~ W k _~ r' ~, .e, s c ~ ..q ~ ~ ~ G- ._. .,......._.,....ww . ~~ _~_ •.; ~~ U Safety and Buildings v ~ ~ 401 PILOT CT STE C " WAUKESHA WI 53188-2439 ~ ~ TDD#:.(608) 264-8777 ~scons~n ~ www•commercestate.wi.uslsb www.wisconsin.gov Department of Commerce Scott McCallum, Governor Philip Edw. Albert, Acting Secretary November 06, 2001 CUST ID No.224617 LYLE J MYERS NORTHLAND PLUMBING INC E1556 ST RD 64 BOYCEVILLE WI 54725 ATTN. POWTS Inspector ZONING OFFICE ST CROIX COUNTY SPIA 1101 CARMICHAEL RD HUDSON WI 54016 CONDITIONAL APPROVAL PLAN APPROVAL EXPIRES: 11/06/2003 ~~ ~?. ~-. . ~...- © ~. SITE: ~ 'f I\~P~~~~r~~~ `~~n Erich Weinert .,~/~ County Highway T l , „~ ~, `~~ Town of Hammond, 54015 s= ~ ~ ~`` ~~ ~~ ~ °~' ~~~~ - St Croix County `~~ s~T ~"~"''' ~'° NE1/4 NE1/4 516, T29N R17W Gc.,~f~1".~l` r ! Lot: 3, "~',~` FOR: '~ ~ ~ ; Object Type: POWT System Regulated Object I E ;` ~r ' 3-2'"f Discrbption: 600 gpd Design Wastewater Flow Mound System. nsaction ID No. 686717 ID No. 638563 ;ase refer to both identification numbers, ' Vie, in all correspondence with the aeencv. 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: • This .system is to be constructed and located in accordance with the enclosed approved plans and with the "Mound Component Manual for Septic Tank Effluent for Private Onsite Waste Treatment Systems" SBD- 10691-P (N O1/O1) and the "Pressure Distribution Component Manual for Private Onsite Wastewater Treatment Systems" SBD-10706-P (N O1/O1). • In the event this soil absorption system or any of its component parts malfunctions so as to create a health hazard, the property owner must follow the contingency plan as described in the approved plans. In addition, the owner must insure that the operation, maintenance and monitoring duties as described in section VIII of ,mound component manual are complied with. A copy of this information must be given to the owner upon completion of the project. ~'' A • Maintenance information must be given to the owner of the tank explaining t~t p 1 ththe filter is required. Access to the filter for cleaning must be provided per Comm pro {~ ro o~E~:*I• • A Sanitary Permit must be obtained from the county where this project iss~ ted in~~~c9a~ th the requirements of Sec. 145.135 and 145.19, Wis. Stats. ~ 9,r~ q~. T t O ~r ~~y 9 • Inspection of the private sewage system installation is required. Arrangements for<Iction shall be made with the designated county official in accordance with the provisions of Sec. 145.20(2)( ,Wis. Stats. LYLE J MYERS Page 2 11/6/01 A copy of the approved plans, specifications and this letter shall be on-site during construction and open to inspection by authorized representatives of the Department, which may include local inspectors. All permits 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 azise making them necessazy 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. Si rely, Fee Required $ 175.00 Fee Received $ 175.00 Balance Due $ 0.00 Thomas P POWTS Plan Reviewer, Integrated Services WiSMART code:'7633 (262)521-5064 , 7:30-4:00 tperkins@commerce. state.wi.us Mound System Project Name: Owner's Name Cover Page pgtd 6 t~~~.~i~i .D ~v~v - ~ zo ~ S~`~cTY c~ BLLGS. I Erich Weinert Mound Erich Weinert Owners Address 534 Davis Street Hammond, Wi. 54015 Legal Description NE • ~+, NE • /, Sec 16 T 29 N, _ R 17 w Township Hammond COUnty Saint Croix Subdivision CMS Pending Lot# # 3 Parcel ID# Table of Contents Pg- 1 Cover page 2 Mound Sizing Calculations 3 Pressure Distribution Layout and Dynamics 4 Dose Tank /Pump Curve 5 Management and Contingency Pian 6 Plot Map total # of pages: 6 Designer Name: Lyle Myers License #: 224617 ~ Date: 10/29/2001 r ~ Ph. #: 715643 2520~Ql~ Signature: ~ ~'~ ~G~OC~,® Mound System Design Methods Used %j, iy ~ G~ per "Mound Componentd Mam.~l For Private Onsite Wa~stewat~ Tr~tment Systems" (Version 2.0) SBO-106,91-P (N.01~01) CCj` per " Pressure Distn'bution Component manual for Private Onsite Waal Trot Systems Version 2.0) SBD-10706-P (N 01Ib1) CSC` 36Advisernend N1248S 2201h St, Baycev~le, WI 54725 Ph: 71564&&068 email: Mound System °~ Slope: --- # of Bedrooms: Depth to limiting factor: Absorbtion rate of fill material: Absorbtion rate of in-situ soil: Effluent quality Max BOD effluent value: Max TSS effluent value: Mound Sizing Calculations Project Name: Erich Weinert Mound Site Conditions __ Project Type: 1 or 2 Famiy Dwelling Mound Plan View ~ `Observation Pipes / Z-;I~' W K--3 ~ ~ I3iSttit3irt~c~~ III ~ ~ A -- -_ B k-K I Tilled ArealFll Material ,~ o~ 32 in. 1 galfft2/day 0.5 gal/ftz/day Eff#1 ~ 220 mg/i 150 mg/l aa~za s 6.0 in. 8.2 in. 9.5 in. 6 in. 12 in. 7.2 ft. 114.4 ft. 5.0 ft. 6.6 ft. 17.6 ft. Design of the Distribution Cell Basal Area System Design Flow: 600.0 gal/day Basal area required: 1200 ft2 Distribution cell width (A): 6.00 ft Basal area available: 1260 ftz Distribution cell length (B): 100.0 ft Area of Distribution Cell: 600.0 ~ Observation Pipes Contour Elevation of Mound: 97.30 ft Location from end of cell (Z): 16.67 ft System Elevation of Mound: 97.80 ft Final Grade of Mound: 99.59 ft L Mound Cross Section Final Grade-t-= Synthetic Fabric Distributian Cell s System Elevation ~ ~ ,4; , ,~ Cover Material , ; kw+~rt :!. Fill Material ~~ _ .. ~Siop~e Design of Entire Fill Cell depth at upslope edge (D): Cell depth at downslope edge (E): Distribution cell depth (F): Cover thickness over edge (G): Cover thickness over center (H): End slope width (K): Fill length (L): Upslope width (J): Downslope width (Toe) (I): Fill Width (W): enration Pipe N Notes: Fill material to consist of ASTM C33 Sand Distribution ceN aggregate to comply with Comm 84.30(61) Synthetic Fabric covering on cell per Comm 84.30(6)(8) Distribution Cell to have minimum 6" aggregate below lateral and 2"above. Mound System Pressure Distribution Calculations Project Name: Erich Weinert Mound Lateral Layout Lateral elevation: 98.3 ft Rows of Laterals: 2 ~- Manifold type: Center ~ Orifice diameter: o.1z5 . In. # of Laterals: 4 Distal Pressure: 5 ft Lateral Length: 49.5 ft Orifice SpacinglDistribution Orifice spacing (X): 30.46 Inches Orifices per lateral: 20 Avg. ftzlOrifice: 7.50 ft2 Lateral Side View ~.......... ~....y... Lateral Plan View Lakeral Length ~ ~ Turn-up wfbail valve ar deanorR plug Or~ices on bottom of lateral equaNy spaced Forcemain corwrection via tee or cross ko manifold ak any point Clean Out Detail Bean-out plug Grade r or ball valve vllater tight cap or plug Sprinkler Boa Long Sweep 90 mesa s LateraUManifold Design Lateral diameter, i~~ ~ In, Lateral spacing (S):' - - 3 ft Lateral to cell edge: 1.5 ft Lateral discharge rate: 8.24 gpm System discharge rate: 32.95 gpm V Manifold diameter. 2 ~ In. Manifold length: 3 ft Forcemain Friction Loss Forcemain length: 120 ft ;~ Forcemain diameter. 2 ~ In. Friction loss in forcemain: 2.768 ft III PIEC laterals and forcemain to comply writh specifications per Comm 8d.3tJ~2~el Observation Pipes 6" Minimurim L` Note: Cbset Colar may be used in place aF 318" bar '~-318" Bar .I Mound System Pump tank manufacturer: Pump tank size/model: Pump tank ga~nch: Tank bottom elevation (inside): Septic tank manufacturer. Septic tank size/model: Septic, Pump and Dose Tank Project: Erich Weinert Mound Tank Information Weser Concrete 800 15.94 86 Wieser Concrete 1200 i~eaas Dosage Volume Does forcemain drain back to tank? ~~ Lateral void volume: 20.9 gal ~ Dosage to absorbtion Cell: 104.6 gal Forcemain volume: 20.9 gal Total dosage: 125.6 gal Pump an~ F ilter ~~ ~ ~;(~~~: ~~n~; ~ fit, Total Dynamic Head Pump Manufacturer: ~~~~ ~L Little Giant Are laterals highest point? Pump Model: 9EH if not, enter highest elevation: 0 ft Effluent Filter. Zabel A100 System head (distal x 1.3) 6.50 ft Vertical Lift ("D" to lateral) 11.55 ft I) ~ lv Note: Access opening of suflrcient size to be provided to allow removal of filter. Opening to terminate at or above grade. FfICtIOn IOSS In forcemain: 2,77 ft Pressure loss from filter: ~ft Total dynamic head (TDH): 20.82 ft Pump Tank Diagram Watertight Locking Cover 4lnch With Warning Label Minimum finish Grade Altemate~ _ Outlet - t.ocation Elect per Comm 16.28 and n ~ ~C 300 -anti- v iphon 6 enrice C D Dose Tank Levels In. A Reserve 31.3 B Pump off to Alarm 2.0 C Total Dosage 7.9 D Effluent depth for pump 9.0 Total Capacity: 50.2 Pump Curve: 9EH FLt>W- LITERS/F~Ud Gal 499.1 31.9 125.6 143.5 800.0 10 W W W Pump must be capable of: and head pressure of: __33,~0.GPM a Feet ~ ~~,,, V! 7.5 N W Z s ' as 0 Little Giant FLUV- GALLONSlM[r~ITE 9EH PUMP PERFORMANCE CURVE 113v bmiz Mound System Management Plan pursuant ~ comet a3.s4 w. a. c. page 5 of 6 Owners Responsibility: The component owner is responsible for the operation and maintenance of the component. The county, department or POWTS service contractor may make periodic inspections of the components, checking for surface discharge, treated effluent levels, etc. The owner or owners agent is required to submit necessary maintenance reports to the appropriate jurisdiction and/or the department. Septic Tank: Septic tank(s) are to be inspected routinety and maintained by department approved individuals when necessary in accordance with their approvals. The use of chemical/biological "treatments" is not required or recommended. If such additives are used, make sure they are approved by Department of Commerce, Safety and Buildings Div.. Effluent filters are to be removed & cleaned as necessary, with provisions to keep solids from passing the septic during removal. No more than 113 of the usable tank volume may be occupied by sludgelscum. 3 year inspection: !f tank has greater than 113 volume sludge, tank contents must be emptied and disposed of in accordance with NR 113 Wisconsin Administrative Code by an approved individual. If the inspector does not recommend pumping of the septic tank, then the owner must be notified of when pumping should be done as to not exceed 1/3 sludge volume. Septic tank should be routinety inspected to be watertight and of good repair. Pump/Dose Tank If an effluent filter has been installed in the pump/dose tank, it must be removed & cleaned as necessary, with provisions to keep solids from passing to the mound component during removal. The pump, float switches and alarms must be inspected at least every three years for proper operation. Pump/dose tank should be routinely inspected to be watertight and of good repair. Mound and Lateral System The mound system component must remain free of ponded surface water prior to pump operation. If 4 inches or more water level is detected in the observation pipes, the owner must be notified of possible problemslfailure. The designed daily flow capabilities of the component should never be exceeded. Trees and any other deep rooted vegetation should never be planted, or allowed to grow anywhere on the component. Activities OTHER than mowing/maintenance (i.e. excessive walking, pets, vehicles, etc...) could compress the component and reduce it's absorbtion capabilities and/or possibty cause it to freeze in winter conditions. Lateral distribution pipes should be flushed out/tested every 18 months using the deanout points at each end of the component to remove scum that may clog orifices. Performance Monitoring: Performance monitoring must be done at least once every three years following the installation or at the time of a problem, complaint, or failure. Contingency Plan: If the septic tank, pump tank or any of their components therein (including floats, alarms, pumps, etc) become defective, the defective tank or component must be replaced immediately to ensure that the system can operate as designed. If the mound component cannot accept wastewater or ponds wastewater to the surface, the component must be repaired or replaced in it's current location by either: extending basal toe to provide added absorbtion area; or by removing the clogged bacterial mat,aggregate cell, and distribution piping within the mound and replacing said components in order to return system to proper working order as required. r ~ ~ r y~ ~ .~ .~ ., ,.nr..~+~...Navn~.rceunwra.~.n+.~wwracwew.e.,,...~.+nrm~a..waA.~x.:,~:~,wm«..w..*•.,~..,..................~""""•~••~nwr+wrr• s ",~ Y A~ i ~~ d' ~~~ ~~ G v C~ti C~ ~ ~~- ~ ~~ ~ ~ ~~ ~ a„'~'!' ~A`~ V ~ ~. D~~ ~~ ~ ~ ~ ~ ~ ~ fi , ~ ~ ~-~ ~ 1 ~' i~ ~ ~ ~ ~. . - ~ ~ , ~~ -~ ~ ~' ~ " , 5~ " -~ ~ ,~ ~' y ~ ~n~. ~~ , 1~1 ~ t~^y R~: ~~ ~+ ~ 1T ..5:; ~a Mjx~ ],~l~ ^ya ~ ~~ J ~7 r ~~~~ ~ "II ~~~ '~ I j~ E "-" ~~ ~- • Wiscons?h Department of Commerce OR'GO~ AND SITE EVALUATION " Yivi~ion of Safety and Buildings m a d with Comm 83.05, Wis. Adm. Code r i ~ Page 1 of 3 Certified Soil Testing Attach complete site plan on paper not less than 8'/z x 11 inches in size. Plan must County but not limited to: vertical and horizontal reference point (BM), direction and include St. Croix , percent slope, scale or dimemsions, north arrow, and.lpcztioa.~nd distance to nearest road. .- >ti Parcel LD.# n ll informati APPLICANT INFORMATION pri t Pl . - o n a e a Personal information you provide may be used f ,ceco`ndary pur~pses (Privacy Law's. 15.04 (1) (m)). ~~t"'' e e y" D// /T. ~ ~_ ,,,.. w Property Owner ~ Bonte, Ron roperty Location G vt, Lot NE 1/4 NE 1/4 S 16 T 29 N,R t7 W ~ Property Owner's Mailing Address - ~ ~ ~ " " ~ i L t # Block # Subd. Name or CSM# „-r G~~~ 1011 170th St. 3 CSM Pending City State ~.2ip Code Phortr~R ~ ;' City nn Village ®Town Nearest Road d CTHW T ~i Hammond WI x,4015 7~ - 40 ~' ammon ~ Resi ' ti81 / Nu`rt ek ~ -rooms 3 ^Addition to existing building ~, New Construction Use: I j Replacement ~ Public or co la describe Code Derived daily flow 450 gpd Recommended design loading rate •4 bed, gpd/ftz •5 trench, gpolftz Absorption area required 1125 bed, ftz 900 trench, ftz Maximum design loading rate •4 bed, gpolftz trench, gpd/ft2 Recommended infiltration surface elevation(s) 98.3 ft (as referred to site plan benchmar `nstatl 4' x 95' rock bed mound on nominal 97.3 contour as upslope edge of rock w/ 1' sand fill Additional design 1 site considerations Parent material till Flood lain elevation, if a licable NA ft S=Suitable for system Conventional Mound In-Ground Pressure AT-Grade System in Fill Holding Tank U=Unsuitable for system ^ ®U ®S ^ U ^ S ®U ^ S ®U ^ S ®U ^ S ~ U •7VIL. vGVVn~r ~ w~~ ~~a,.rv~~~ Boring# 11`;i Ground elev 97.1 ft Depth to limiting factor 44' .~D~1 .O14"v Depth Dominant Color Mottles Structure Consistenc Bounda Roots GPD/ft Horizon in. Munsell Qu. Sz. Cont. Color Texture Gr. Sz. Sh. ry ~ Trench 1 0-4 '7.SYR 3/2 - sl 2 m gr mvfr cs lf/m .5 2 4-8 7.SYR 4/4 - sl 2 f sbk mvfr cs lm .5 ' 3 8-20 7.SYR4/6 - sl 1 msbk mfr cs if .4 4 20-28 SYR 4/4 - sl 2 m sbk mfr cw lm .5 5 28-4 7.SYR 4/6 - sl 0 m mvfr cw lm .3 6 44-60 7.SYR 4/4 flp SYR 4/4 sl 0 m mfr - - .3 4 R~rks: nonzott ~ structure rs occas~onaiiy t c sox mutt wi occasronar to r x oi3 s coats on peas oeiow ~~ 1 0-4 lOYR 3/3 - sl 2 m gr ds cs 2flm .5 2 4-12 lOYR 3/3 - sl 2 f sbk dsh cs if .5 3 12-32 7.SYR 4/4 - sl 2 m sbk mfr cs 1 f .5 4 32-41 7.SYR 4/4 f2f 7.SYR 5/8,5/3 sl 1 m sbk mfr cw - .4 5 41-78 SYR 4/4 fad 7.SYR 5/8,5/3 sl 0 m mfr - 1 f .3 Ground elev 97.3 ft Depth to limiting factor 32" Remarks: .q .~ .~ . fo .S ;ST Name (Please Print) Signature: Telephone No. Henry F. Grote ~ 715-233-0398 address erti re or estmg D to CST Number Ref # E. 4366 353rd Ave., Menomonie, WI 54751 56/2000 222774 1109 PROPERTY OWNER: some, Ron SOIL DESCRIPTION REPORT 2 , 3 PARCEL LD.# ~ PCert fled Soi~~sfine. 3 Ground elev 96.8 ft Depth to limiting factor 33' Horizon Depth in. Dominant Color Munsell Mottles Qu. Sz. Cont. Color Texture Structure Gr. Sz. Sh. onsistence Boundary Roots GPD/ftz - Bed Try ench 1 0-4 lOYR 3/3 - sl 2 m gr ds cs 2flm .5 2 4-11 1QYR 3/3 - sl 2 f sbk dsh cs if .5 3 11-20 lOYR 4/4 - sl 2 m sbk mvfr gs if .5 .b 4 20-33 7.SYR 4/4 - sl 1 m sbk mfr cs 1 f .4 5 5 33-42 7.SYR 4!4 fld 7.SYR 5/8,5/3 sl 1 m sbk mfr cs if .4 6 42-64 7.SYR 4/4 cap 7.SYR 5/8,5/3 sl 0 m mfr - - .3 nci i iai na. Ground elev Depth~to. ~ , limiting factor e° Remarks: ,. Ground elev Depth to limiting factor Remarks: Ground elev Depth to limiting factor . r~ ~ w e 'n ~'' o ~~ ~ ~ r( s ~~ J ~- ' f -J f 9 .j ~" J J J x d 0 ~~ I f 0 t 0 • ~~ ~ j : -; i ~~i' `w3 --~ ~ , ~ ~- Jf ~ ~~ • ,~ J ~ 3 -~ ~ s 3J~ ,,~ e o ~`.,.~ ~~ ~~ d a J ./~+~ 0 N r r N f ~~ ~ ~ ~ q ~ ' ~ j ~ .~ ~ r `~i J `~ 9 ~ ~y `~11 ~ ~ ~. d ~ ~ ~ :~ ~'~~ a ~ o ~~~~~~~ ~~ ~ ; ~ J~ ~ ~ ~ s ~ d ~+` (~ 3 19 ~, ~' ~ , ~~ J e d 3~ f+' _~ ~ ~ °~ ~ J ~ u ~. i r \ o r L g ^ 1 ~ ~ ~ ~ ~ n ~ r ~ ~ - .J N i S ~~ ~ . ~~ .~ d ~ J r ...,t ~ "° f -+- y ~ /. t .~ f~' t r~ 1 b ~-1 9 ~ ~ ~- h F~COi'i P•lL1R'Fi?rhdD F'Q J~iBIf•JG, :hdt:~. Fr~`~ i~iC+. ?1c-ha:~--~5~~+ ~~:~+. >~6 '~~:~1 ~'?.~5AP1 P2 w t Y ~~~' c:~.~r~ t~~Y~,r' ~~' ~;13PTi~ T"~„T~l~. ~q,~,~"T'B3~a~,h+~'.t! A~a~:tdl.f~~'~ A (31~r'NL~~:'i~P ~I'R'I'~IC1~."~'! ~N ~(~ C~amerl:~ttytvr ~~~! .. ~ -~ ~ - r~,'-~~ r (~eiL~i~atic+r~.t+~ulic'rd ~r~,.n aLaA~g ~terpextmcsxk ('ax new causa~uction)..~-., C~ityJ~tate C-P~ t I'~rc~~ Ident~fic~tiL:~n ~~usr~~~r .~-.~•-~ ~dv ~"~1R'f~AAT. I)~~~ P ~ubdxvisiot~ ~.---- /~ G~7~ o v ~'~?~_~. ~~~~ Tam of »~~.~'~. X.ot ..w... Ltat fines id.~atifiable+ ~i ~~ ~ tta r/l r~gG ~;alaxtet~r~ceaLyoux p;i^~ s~~stem cvuid aesu3i i:t s is ~+remxtum ~j11:iLLYC to he~di+~ ~ya.9tea, pry p ~~ s z-e ~nsiszs ¢rf gpio~ next acetic tank ,;very three ~roxxs ~r 9acraea, at' xzsecxed by a ~Cd pamper. Wiset 3`k'~ 1. ~' aCfcet 'fie ftioa tti the septic task as a ~" ~ec~t ~trage ~xa rye ~c~:ste {lisposal ~y~ta~. 'ire ~~~• a~vrrtLar a tca sti'~t:~x tai ~s, ~rai~c 1.t-niLSg l~ol;aztitLeut a oe~scatiaxs frrrtti, ~igt~cl by ~e awn~er arad bar a ~,~~~ys,~y~ictr~L+er, ress~~tc~c~~pit~er see s 11~~zLacdpumpc:r verify tls:, ilk the es~~site e+,~astaw~,xar~isgrosal syakesn ~ iu proper cspc~'i~b° drf~~m '~~ C';g ttt~r tx`ac~,`icsn ar~d pp (~ .secryi~, tho segatic ~ is ides than lf3 ft:.ll tsf ehZd~v. L'~re, flit r~n+~ss#.~a~ i~av'c reed the above s-e~,*ai.;ets end a~ceo ka uxaisaxsKin the pzivatss sc~ra~~e d~aSal gtxmi xvith Lhe sterxdards cet: £acsla, het*ct~s, as set by has 37~ga.°t~esst a~f ~".~srLt~erce tgLe 1~evattmet~t of 2rata.tei R.osovxCCS, State CE'p,Tiscaassin. Cep a~ stating dtek yr+ Ada system hak ~ a~i~ed ~.~t isee ~orupi~.tcd nud ~et~~ed ka ties 5i:. t~~slx ~un~;r ~dtis-~ C?i7~co Y clays of $ha t3u'te ytar expixal~art date., /~ ' jV ~ fo ~ ~~..Y 1~A'1'~ S~3i~A~.'U' ' F APf'~LI~';AN'C ~j~~l~ ~E~7C1C1~`1C~', ~,swio~i e I ~a aux daxa~ tie owuess} of i (wt~} cerLi~y that a~ ststez7ae~atw c~s~ tisis form ire d.'txa ea tYtc Mass o~ my ( ) ~ •• (' i p~pe~~' described abeva, b;~ vari~~ atf si vA$ra~nr,~ died x~cvr+clcd iri ~.s.glster o` ~ec~ ~lsTi~e: /~~7 ~ I ~~~ SYd32~dA ~-PPLICAh"i" Any ~f'csrrnatyoe filet ~ rntiarep~&e~tods~.~ recruit z~, kk~e saaaitary perxxti.t incing roux~kcdlry the 7.~-uzstg Departca~k•'~•*««r rrras~ ~`+ Y;p,Cltt~e wVitil ti3£s app3icstlosa; & statli as a,xrat~ty dead frtlLxt the 1~~siSCor a4' K~pecl'dt Of~LCG a cts~+y ~~ tizo sesLif"tc~ aacvey map tf r~.~or~a is ~ w~ the w~rsatLty died ~1;(_ 1535PA~~~ 41 STA'CE BAR OF WISCONSIN FORM 1 - 1998 WARRANTY DEED Document Number This Deed, made between Ronald C. Bonte and - 61~n nu son _, Grantor, and Erich M Weinert Jr and Tonya L. Weinert husband and wife as survivor ship marital property Grantee. Grantor, fur a valuablStonsCTOix conveys LoGoGr `Y Statehof Wisconstg described real estate in (the 'Property'): Part of the NE } of the NE ~ of Section 16, Township 29 North, Range 17 West, St. Croix County, Wisconsin described as follows: Lot 3 of Certified Survey Map filed July 26, 2000 in Volume 14, Page 3911, Document #627100 Together with all appurtenant rights, title and interests. 62828$ REGISTER OF DEEDS ST. CkOIX CO., WI RECfIVED FOR RfCORD 08-16-2000 11:00 RM WARRRNTY DEER EXENDT M CERT COPY FEE: CORY FEE: TRRNSFEA FEE: 105.00 RECORDING FEE: 10.00 RRGES: 1 ~~ Recordlny Area Name and Return Address First National Bank-Baldwin 990 Main Street Baldwin, WI 54002 018-1033-80-000 018-1034-00-100 Parcel Itlentification Number (P1N1 This i S not homestead property, (Is) (is not) Grantor warrants that the title to the Property Is good, indefeasible in fee simple and free and clear of encumbrances except Easements, licenses, zoning ordinances, and restrictions of record ~1. 2000 _-:...,_. August `~ Dated this _ ~ ~ day of -• ~.~~ e\ ~` ~, _ (SEAL) ~ (SEAL) ~~;,' ~ l~ ~`~ REcEwEO ~ ~- Ronald C. Borate Glenn Knudtson (SEAL) AUTHENTICATION Signature(s) authenticated this day of T[TLE: MEMBER STATE BAR OF WISCONSIN (if not, authorized by §706.06. Wis. Stats.) ACKNOWLEDGMENT State oC Wisconsin, ss. St. Croix County .. ~ ..- --.,,y .~ (SEAW ~~ ~ ~~~ t ~ 9~t~1 ...,.„ ST GAO{X /~~ - . !. _ __: Personally came before me this day of AllQllSt ,29SL0-. the above named Ronal C. Bonte Glenn Knudtson to me known to be the person S who executed the foregoing instrument a~ ackt}Awledge~e same. ~ .• THIS INSTRUMENT WAS DRAFTED BY --~- Ronald C. Bonte '. Notary Public; Ste( 1011 170th Street Hammond, WI 54015 My commis3t' ~ ~ .y (Signatures may be authenticated or acknowledged. Both are not a ~ ~~ necessary.) ~ ' Names of persons signing in any capacity must be typed or primed below t STATE BAR OF WISCONSIN WARRANTY DEED FORM No. 1 - 1998 not, state expiration date: 1J ~i •) Wisconsin Legal Blank Co., Int. Muwaukee. Wis. `1'`- ``~+.o~' ® •~ ~~~~ 2~~~ J~~' Z ~~~ ~~~~\SG`~Go.~ al I tom; 62~~iW CER T 1 F 1 ED SURVEY MAP LOCATED IN THE NE li4 OF THE NE li4 AND INCLUDING LOT 1 OF A CERTIFIED SURVEY MAP RECORDED 1 N VOLUME 6, PAGE 1714, ALL I N SECT ION ! 6, T. 29N. , R. 17W. , TOWN OF HAMMOND, ST. CROIX COUNTY, WISCONSIN PREPARED FOR: RON BONTE f- NORTHEAST CORNER I 0 SECTION 16 -FOUND ~ AL UMl NUM CAPPED MONUlI~NT :n:n-f o .~ I :Z " o ~~~~ I UNPL ATTED LANDS 3:Z ..............'VOL':'1'S29;•'P'G.271 - ~~ I 66' WIDE ACCESS EASEMENT ~I~ - S8T°43' 08"E 1329. 38' 66. 08 1 0' 829. 29' ~ % 45~ . 21' :~ ~ y ~' ~ 500 15' OI -~ ' cn ~i cn ° :n r Z o ~ ~ o ~ ,' LOT 3_ , ~ ~ . ~I y ~ m : c ~ O ''-~? ~ ~ I S0. FT's ~' ~ =I ~2 ~ ~' ~ ' -I o m ~ 5. 65 ACRES I w ~ 5.72 ACRE$ EXC.: RiW I m m •. ~ ~ • y m N ~ 6$1, 756 S0. FT. ~ ~ 249,~147~ S0 FT~ ~ ~) _ ~ z : m p ~ co '~ % I' NI :~{ ^' : p :' 500. 00' ~ m ro z I ~' S 0 05' 0 ~ ~ I~ r'- au r'7 Q~" : D l~ ~ z 2T. 60 ,' 449. 95' ~ 100' 'I Z "' FOUND I " 1 RON P 1 PE -~ N8 ° 05' 17" W 62T. 60' ~ p ~ rn ~ S52°08' 25'E 0. 3T' O f N89°3T' 5!"E) ; (A FROM SET IRON w O 50' w w . UNPL A,T TED ~ ; 5Q' ~ ~ LANDS _ oZO SOUTH L INE OF THE NE-NE ~; rn W~ EAST QUARTER CORNER m _ '!' ~,~ SECTION 16 -FOUND N88° 05' 04" W 700. 29' -' " - "" ALUMINUM CAPPED MONUMENT i ~ APPROX. 10' S. ~ ~ I ' UNPL AT TED LANDS OF FiL E. AND ~ I ..............................._ I' W. OF Fit s. ~ APPROYEU ST. CROIX COUNTY Nlannirg Zoninq and Parks Committee J U L 2 6 200Q If not recorded within 30 days of LEGEND approval date approval shall 6e null and void • FOUND 1 " IRON PIPE O = SET 1 "X24" IRON PIPE WEIGHING 1. 13 LBS. PER LINEAR FOOT ( ) =RECORD DATA 0 = EXISTING BUILDING i ~~SCO/yS,~ .~ ,~ .MMES M. 1i1IRe~ro ~