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012-2007-08-000
n ~ ~ O a W C ~ o ~ ~ O a ~ ~ ~ O ~ ~ 3 0 m c rn i ~ ~ ~ z 3 ~ ~ ~ 7 ~ p m 3 ~ N 3 ~ ~ O n O ~ 3 G^ a ~ czi is p .c-- Z m .Z7 N ~N C fD a N C ~ ~ N ~ N O s m rn c m [D 7 N 'T1 O ~ A ~ fa 7r O.. ~O Q d O N fl1 O p_ O i 3 O ,r O N Q ~ O N ~ -0 fD U7 ~ ~ y O N O ~ ~ ~ Z ~ ~ r o O N O 7 3 N rn CNJI ~ O O ~ C 61 ~ m i N ~ O O cn Q0 fTl N fD ~ _ O ~ Q~ ~ O ~~ N ~ ~ O ~ V N ~ p O ~ w Q° 3 - O Q y 7 F fD d v O CD Efl ~ O 44 o:. ~ ~ o C .~. ~ ', 7 ~ ~ '. K ~ N 3 ^~ 0 0 = rn ~' N j ', ~ ~ ', ~ ',' °a 7 7 N ~ N fll ~ I i, d ~ v a a rn ''', III o ° ~' O N ~ W O O N ~1 V F I ~ ! ~ ~ ~ ~ '', O O O 3 ', ~ ', ~ O D ~ ', N .~i N A ~~ N A !. d y O I 3 °' ~ A .. .. z ~ z D ~ ~ n~ ~ ~ ~ 'i y N p 5 ', ~ m a N O 7 4 ~ ~ a W ~ a 0 3 o ^" ~? Z W G T C 7 a ~ ~ o 1 C) ~ 'O .6 ~ C d •• A K m ~ o f.J N ~ O N d ~ °o -. V v ~ O O O (D ~ O O O F O ~ O O N o c .. `~ d ;-• ~ ~ ~ O ~ o ~7 d (O m m 0 F a ~_ ~ y A z n ~ ~ ~ A Z O .. O 3 I C~ ~ rn < O Z ', A ;(1 ~ ~ A d !~ A7 A7 ~: ^~ <C ~. 0 'S 0 0 ~• 0 ~y,~ • v ~' 0 ~• fi ti O a W O nl O A ti O p'C ;'y !~ da ~ V ,~ a Shoreland District Questions i Jennifer Shillcox From: Jennifer Shillcox Sent: Friday, August 10, 2007 4:21 PM To: 'Dan Bygd' Cc: Alex Blackburn; Tamara Wittmer; Becky Eggen Subject: RE: Shoreland District Questions Hi Dan, ~~ 1 of 3 I appreciate your efforts using a-mail to correspond with me, and also to understand the permit requirements before you get started on your project! I'll try to answer your questions as succinctly as possible. I don't have a copy of the plat handy, but from what you have described it sounds as though you have room to build on both lots outside of the Shoreland District. The Shoreland District encompasses the area within 300 feet of the Ordinary High Water Mark (OHWM) of a navigable stream or river. Therefore, any construction or disturbance that occurs within 300 feet of the OHWM is subject to the permit requirements of the Shoreland District. In a nutshell, all structures within this area require a land use permit and must be set back 75 feet from the OHWM. Additionally, filling and grading activities to install the foundation, driveway, and sanitary system also require a land use permit if they encompass an area less than 10,000 square feet within 300 feet of the OHWM, and a special exception permit if they encompass an area greater than 10,000 square feet within 300 feet of the OHWM. (Please note that filling and grading activities spanning <2,000 square feet on slopes 12% and less and <1,000 square feet on slopes 12 - 24.9 percent within 300 feet of the OHWM are allowed without a permit.} Any construction or disturbance that occurs more than 300 feet from the OHWM is outside of the Shoreland District and is therefore exempt from the above-mentioned rules and regulations. A surveyor will provide the most accurate location of the Shoreland District boundary on your lots, but you can also do it using a scale and measuring from the OHWM on your copy of the plat. I am not sure about the status of the final plat for the subdivision, so I have copied our subdivision staff members on this a-mail. I know this is confusing and I hope I answered your questions. Feel free to contact me with any additional questions or concerns. Let me know if you want me to give you a call. Sincerely, Jenny Shillcox -----Original Message----- From: Dan Bygd [mailto:dcbygd@frontiernet.net] Sent: Friday, August 10, 2007 10:01 AM To: Jennifer Shillcox Subject: RE: Shoreland District Questions Hi Jenny, Sorry for my delay in response. I understand that a-mail is the best way to get in touch with you and unfortunately it not the best way for me to communicate. With my job, I spend very little time on the computer and I don't check my a-mail as often as I probably should. 8/13/2007 Shoreland District Questions Page 2 of 3 I did receive the shoreland regulations, but it does sound like I may also need the info specific to the Willow River. I'm not certain how much info Becky shared with you or if you're familiar with the "development" in question. But I am planning to build on land I will be purchasing from Robin Haffner. It is located east of New Richmond on Cty GG - I believe the proposed road will be labeled 156th St. and I think Robin ended up calling the sub-division Po-Folk Ridge. The sub-lots I am buying are listed as 8 and 9 on the map. For the most part, my questions pertain to the 300ft mark from the Willow and a Land Use Permit. If you have a map of the sub-division, you will see that the 300ft mark covers approximately half of lot 8 and a portion of lot 9. The perk borings were done within the 300ft mark but when my plumber obtained the septic permit; there was no question or mention of a Land Use Permit. Based on recent experiences, I was assuming I would need a Land Use Permit if I were to choose to use the original borings for my septic location. Is that accurate? Or, do I need a Land Use Permit simply because that 300ft boundary falls within my property lines? As it stands today, my intentions are to have the perk testing done in a different location -outside the 300ft mark -and my building location will also fall outside the mark on lot 9. Also, I do plan to build ashed/outbuilding that may fall near or cross the boundary on lot 8. Who is responsible for identifying or marking the boundary? And are there set-backs from the 300ft mark like there are for the property lines? I would greatly appreciate any info you can provide. It is my goal to be crystal clear on these issues before I disturb any soil. I would much prefer to take care of the concerns prior to construction rather than jumping through hoops later because I didn't take care of due diligence ahead of time. It is my understanding that the final approval of the sub-division should be taking place within the next week. It is my hope to begin building shortly after approval is received. So, if I do need a Land Use Permit, I should probably start that process very soon. As Robin has discovered through the process of completing this development, it may simplify things to actually do a site visit. If there is ANY chance you could fit it in your schedule, I would be more than happy to accommodate your schedule to meet you on-site. Thank you for you time! Dan Bygd -----Original Message----- 8/13/2007 Shoreland District Questions From: Jennifer Shillcox [mailto:jennifers@co.saint-croix.wi.us] Sent: Monday, July 30, 2007 4:30 PM To: dcbygd@frontiernet.net Cc: Becky Eggen Subject: Shoreland District Questions Hi Dan, Page 3 of 3 Becky Eggen informed me that she sent you a copy of the Shoreland regulations outlined in the St. Croix County Zoning Ordinance last week. I am just checking in to see if you have any questions. Sincerely, Jenny Shillcox Land Use Specialist St. Croix County Planning & Zoning Department 1101 Carmichael Road Hudson, WI 54016 Phone: 715-386-4682 Fax: 715-386-4686 jennifers@co.saint-croix.wi.us 8/13/2007 ,~~-~~= Jennifer Shillcox From: Jennifer Shillcox Sent: Monday, July 30, 2007 4:30 PM To: 'dcbygd@frontiernet.net' Cc: Becky Eggen Subject: Shoreland District Questions Hi Dan, Becky Eggen informed me that she sent you a copy of the shoreland regulations outlined in the St. Croix County Zoning Ordinance last week. I am just checking in to see if you have any questions. Sincerely, Jenny Shillcox Land Use Specialist St. Croix County Planning & Zoning Department 1101 Carmichael Road Hudson, W 154016 Phone: 715-386-4682 Fax: 715-386-4686 jennifers(a~co.saint-croix.wi.us :.~ Jennifer Shillcox Page 1 of 1 From: Becky Eggen Sent: Thursday, July 19, 2007 4:41 PM To: Jennifer Shillcox Subject: Dan Big Hey there, I spoke with Dan Big and got some information from him. This is what I know. He is inquiring about being 300 ft. from OHWM. He is buying lots 8 & 9 in the new Development of Po-Folk on the Willow River. He is looking to construct his house on Lot 9 which will be out of the 300 ft OHWM. I explained to him he might need a LUP or a SE depending on the slopes and the square feet being disturbed for filling and grading. He also plans to build a shed on Lot 8. The sanitary permit has already been issued. Dan was meeting with his architect tonight and hopefully will finalize plans and would like to start as soon as he possibly could. I told him the process for the SE and about n 4 week turn around on the LUP, I gave him your email but told him you would get back to him with more specific details when you got a chance. Hopefully that will be helpful. I hate bombarding you with all this. So really let me know if there is more that I can do. I would love to help out. Becky Eggen Administrative Secretary St. Croix Planning & Zoning Dept. 1101 Carmichael Rond Hudson, WI 54016 Phone: 715-386-4680 Fax:715-386-4686 7/23/2007 Page 1 of 1 Jennifer Shillcox From: Becky Eggen Sent: Thursday, July 19, 2007 4:35 PM To: 'dcbygd@frontiernet.net' Cc: Jennifer Shillcox Subject: Shoreland District Ordinance Dan, Per our phone conversation, I am attaching n copy of the St. Croix County Shoreland Zoning Ordinance. I am going to pass the information onto Jenny and have her get back to you. If you should have further questions, you can give me n call or tench Jenny nt jennifers@co.saint.-crox.wi.us. As I mentioned, email is the easiest way to reach Jenny. Thanks. Becky Eggen Administrative Secretary St. Croix Planning & Zoning Dept. 1101 Carmichael Road Hudson, WI 54016 Phone: 715-386-4680 Fax: 715-386-4686 7/30/2007 ~ ~ ~ ~ Z ~ ~ v ~ c ca O p_ w p ~ y c o ~ ~ N Q. w,c ~ ~ _ ~ O ~ C& ~ tD O ~ S ~ 3 0 O w Gn v N m A css c ~ o c~ I ~ o Z O c m a N a ~ ~ x m O m m c m CD N Too ~ -• D xo ~o m oy 3 0o a NONN 6i ~ W ~ N O SU ~ f7 fD F Z o ~ ~ ~ o o~ ~' O ~ ?~ ~ iv 3 2 ~ o °~ ~ m ~ ~ N ,~-. fn ~ ~ O y Qp fil N fD '~ 2 4 ~ o '6 ~ O 'ice N ~ ~ O ~ V N U1 p p ~ W ~ m aN m'f av 0 'm o ~ o° +. n cnpj ~ vn C7 ~ ~ ~ ~ ~ m ~ ' ~ A ~ - ~ ~ ~ ~. ~ ~ m m 3 - 3 ' ' ! ~ i ~ a M .. ; ~ o cno = m m rn ° 'C ~ C71 ~. ~ ~ ~ W N ~ ~ I~ rte. v ~ N _ J O O o i ~ °' o ^~^ _Q '. 7 O ~ cD O R ~ _ 3 VI j ',. ~ O o O d _ c m ~ '' o R _ m a •°•' -~ ~' t ,, o ° ~', O N ~ ' i o ° ~ ' ~ n r cn o , ~ ~ •• ~ 3 ' ~ ;'! , 3 ' i t/1 f/1 lIf a ' ~. po 0 m m v c, '; ~ m o' - m H a o a ~ 3 °1 v ~ n~i .. 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O 0 0 = v m ~ O -c =•; ~ • ~ ~ ~ ~ ~ w N ~ ~ o J ~ ~ O ~ n r O ~ ^t \ o DA N y O N ~ v ~ O CJi O ~• ~ ty d O O (y ~ a p ~ 0 w o o a ~,r 0 0 ~ N p ~ 3 .. a ~_ ~ G y G y < N ~ ~ < ~ ~ Ro N ~ ~ d .~ O IM ~ ~ ~ '~ TT N rY . ~ T ~ 3 O ~ ~ CO _N c° a .. v m ` ~I D O ~ v 3 ~ N O ~p ~1 • ~ w tY ~ i p A ~ e ~ MA ` C < (Np ,OI N a O n 7 ~ ~ ~ A ' ~ Z m ~ o a _ i I ~ ~ (n -~1 ~ W ~ ~ o o, ~ '+ ~ ~_ z O . A ZJ .. C J N Z ~ ~ A w G T II C 7 a ^~ U a .~ O C w O N V A ZJ +. N 7q N tv '^• ~1 `~ y Parcel #: 012-2007-09-000 02/12/2008 12:53 PM PAGE 1 OF 1 __- Alt. Parcel #: 06.30.17.609 012 -TOWN OF ERIN PRAIRIE Current X ST. CROIX COUNTY, WISCONSIN Creation Date Historical Date Map # Sales Area Application # Permit # Permit Type 10/10/2007 00 0 Tax Address: Owner(s): O =Current Owner, C =Current Co-Owner O -BYGD, DANIEL E & CATHERINE DANIEL E & CATHERINE BYGD 1611 SEQUTA LN NEW RICHMOND WI 54017 Districts: SC =School SP =Special Property Address(es): ' =Primary Type Dist # Description * 1717 156TH ST SC 3962 NEW RICHMOND SP 8020 UPPER WILLOW REHAB DIST SP 1700 WITC Legal Description: Acres: 0.920 Plat: 11-024-POFOLK RIDGE 012-07 SEC 06 T30N R17W PT SE SE BEING LOT 9 POFOLK RIDGE DEED RESTRICTION DOC ME Block/Condo Bldg: LOT 09 ( U NT #862097) Tract(s): (Sec-Twn-Rng 401/4 1601/4) 06-30N-17W SE SE Notes: Parcel History: Date Doc # Vol/Page Type 10/10/2007 862105 11/24 PLAT 10/10/2007 862097 COV 09/25/2007 861182 WD 05/04/2006 824360 WD more... 2008 SUMMARY Bill #: Fair Market Value: Assessed with: 0 Valuations: Last Changed: 10/18/2007 Description Class Acres Land Improve Total State Reason Totals for 2008: General Property 0.000 0 0 0 Woodland 0.000 0 0 Lottery Credit: Claim Count: 0 Certification Date: Batch #: Specials: User Special Code Category Amount Special Assessments Special Charges Delinquent Charges Total 0.00 0.00 0.00 Parcel #: 012-2007-08-000 02/12/2008 12:37 PM PAGE 1 OF 1 Alt. Parcel #: 06.30.17.608 012 -TOWN OF ERIN PRAIRIE Current X ST. CROIX COUNTY, WISCONSIN Creation Date Historical Date Map # Sales Area Application # Permit # Permit Type 10/10/2007 00 0 Tax Address: Owner(s): O =Current Owner, C =Current Co-Owner O -BYGD, DANIEL E & CATHERINE DANIEL E & CATHERINE BYGD 1611 SEQUTA LN NEW RICHMOND WI 54017 Districts: SC =School SP =Special Property Address(es): ' =Primary Type Dist # Description ' 1715 156TH ST SC 3962 NEW RICHMOND SP 8020 UPPER WILLOW REHAB DIST ~ ~ ~''~~~'~ G'~~ ~'` ~~ SP 1700 WITC -° Legal Description: Acres: 0.600 Plat: 11-024-POFOLK RIDGE 012-07 SEC 06 T30N R17W PT SE SE BEING LOT 8 Block/Condo Bldg: LOT 08 POFOLK RIDGE DEED RESTRICTION DOCUMENT #862097 Tract(s): (Sec-Twn-Rng 401/4 1601/4) 06-30N-17W SE SE Notes: Parcel History: Date Doc # Vol/Page Type 10/10/2007 862105 11/24 PLAT 10/10/2007 862097 COV 09/25/2007 861182 WD 05/04/2006 824360 WD more... 2008 SUMMARY Bill #: Fair Market Value: Assessed with: 0 Valuations: Description Class Acres Land Totals for 2008: General Property 0.000 0 Woodland 0.000 0 Last Changed: 10/18/2007 Improve Total State Reason 0 0 0 Lottery Credit: Claim Count: 0 Certification Date: Batch #: Specials: User Special Code Category Amount Special Assessments Special Charges Delinquent Charges Total 0.00 0.00 0.00 r^ ~ Department of Commerce PRIVATE SEWAGE SYSTEM and Building Division INSPECTION REPORT GENERAL INFORMATION (ATTACH TO PERMIT) Personal infc+~ma~:on you provide may be used for secondary purposes [Privacy Law, s.15.04 (1)(m)]. Permit Holder's Name: City Village X Township Haffner, Robin Erin Prairie, Town of CST BM Elev: Insp. BM Elev: BM Description: / d U ` O ~~D~d DG~ d ~reAIL[ IAIfrf1RMATl[1N ELEVATION DATA TYPE MANUFACTURER CAPACITY Septic ~(,(JA-Qh/ ~ d 0D Dosin w ~a I 1~ ~~~ (o ~ Aeration Holding C Tn.~~ c~Tnerrk tA1FnRM~TInN TANK TO P/L L WELL BLDG. Vent to Air Intake ROAD Septic ~~ ~ I ~ ~ f Dosing V~v.~. 3 Aeration Holding _. ,_ , PUMPISIPHON INFORMATION ~~ Manufacturer Dema ~' f t- .~ T GPM (Model Number p~~ 1 -~ T/ _. __.. ~. 0 __ Forcemain Length Dia. Dis to Well ~` ~ , Z.. cnu ncacnRaT~nN SYSTEM ~~° 'ems ~' 3EDITRENCH Width r Length DIMENSIONS 3 'r1 ~ ~ 2 county: St. Croix Sanitary Permit No: 506257 0 State Plan ID No' i:< , ;t ~° :.c,, , Parcel Tax No: 012-1018-60-250 Section/Town/Range/Map No: 06.30.17.92A40 STATION BS HI FS ELEV. Benchmar 2 13 !02 ~ ~OD~ D Alt_BM Tp s~ ~ 2 ~ cK(z Bldg. Sewer 3~3 ~ ~ ~ ~ ScN o ~ ~ O.- ~ s ~i ~7 0.2.6 SUHt Outlet ~~ Dt Inlet ~ ~- Dt Bottom ~- ~ 5 ,~ ~ L Header/Mark, ~ i, ~ / ~^'' ~' /0~ J~(e q f S~ Dist. Pipe Q . ~ ~ ~ , S 3 Bot. System .~-- ~ S3 Fin ade ~~ lJ D ~ / 7 cj3~ ~j^l St Cover ~ ~~~ ~ c, ~ . Z3 ~o~ ~Z~ ~3 / ~ ~/ Y/` f- ~d Pits V~ ~~ SETBACK SYS fEM TO BLDG WELL LAK /S I KtHIVI HAMBER v ,......._ ~,K~ ~ ~+V~~ r INFORMATION Typ f System: ~ 25 ~ ~ ~ r ~ 0 ~ ~ ~ ~ '~ Model Number: ~ / (n,/ ~~ ~ p BUTION SYSTEM ' x Hole Siz x Hole Spacing V o Air In ake Header/ ifold ~ ~ 2 -~ M Length ~ Dia_ Distribution , ~ ~ ~~ Pipe(s) ~ ~~ Length ~ ~ Dia Spacing ~ v/~ ~ '~ SOIL COVER x Pressure Systems Only N xx Mound Or At-Grade Systems Only xx Mulche 1 Depth Over I I " ~ Depth Over Bed/Trench Edges xx Depth of Topsoil xx Seeded/Sodded ~'~ Yes ~' No Yes ~, No Bed/Trench Center ~`~ ~ L nclude code discrepencies, persons present, etc.) (I COMMENTS: Inspection #1: ~t/~~/ Inspection #2: /__/ ~ ~ Location:,,~15T0 Counter G New Richmond, WI 17 1/4 SWr 1/4 6 T30N R17 )Willow Riveg Lot 8 & Parcel No: 06.30.17.92A40 1.) Alt BM Description =~p o~ I~ltidiv~VU~ Ys ~Q~ .~? ~C~t(.J'` ~ ,iQ.loG~- iQ~~U~'~ !r ~ ' 2.) Bldg sewer length = '~v , p~ ~.~ /"// , 25~~ ~(~p/~, ~~~'~ ,r®~ ~ `3~ - amount of cover = N 6 ~. / ~ C:utiu~Z~ 61.-('~i~jllJr- ;tfw-~ ~6'4/ ~~oC~S-~~"_ . ~ ~~ Plan revision Required? ~ ~;-''~ Yes I'~?1' No ~ /1 ~© /) ~ ~~ ~ ---t~-- --~ ~- , ~ ~ l~ ~j f ~ ~ ~~,~''Yt/~'~ ~ ~ B J ~~j~ - ` Use other side for additional Information. Date -- _ - `_ Ins ctor's Sin ure Cert. No ~ ~~ ~~~ ~ SBD-6710 (R.3/97) ~ ~_-' U commerce.wi.gov Safety and Buildings Division County /~ Sf " k 201 W. Washington Ave., P.O. Box 7162 ~O l ( i s e o n s i n Madison, W 153707-7162 tuber (to be filled in by Co.) u Sanitary Permit N Department of Commerce // -- S.Q Y Z S7 Sanitary Permit Application state Transaction u ber submission of this form to the a goy ental Wis Adm Code In accordance with s Comm 83 21(2) . . , , . . . unit is required prior to obtaining a sanitary permit. Note: Application forms state-os P .~ S ~ Project. _ esdiffer hanmailingadd ss)~_ ~~~ ~' n submitted to the Department of Commerce. Personal information you provide m'ap~- used for ~~ u oses in accordance with the Privacy Law, s. I ~.04(I)(m), Stats. ~ 57a ~ 7`15 L A lication Information -Please Print AI orn to , Property Owner's Name `'~.. ~ REC Parce EIVED f~taS%t/~~F.~/~- o~2 - /o i8'-!po - 2so Property Owner's Mailing Address O r p C I~ Property Location / 7 2 ~d ~. L/O / i 7 (/f' 7 b ~S' G~~N ~Q1/E 8 2~~~ Govt. Lot !( Ciry, State Zip Code S er . ~r~ N sGtJ ~/, .Sw ~/., Section ,p ~ K-I~A~A'f.Qie~~ W ~ ,j ~ CO I /J.'JXC••2'~rY39 ~ qq ctrcleon T J~ N; R~Ea~ Type of Building (check all that apply) L Lat # h / ih~ D lli f B N d 7 F b I r $ 5 9 Subdivision Name wr um er o ng - e rooms or am ~/I b(tt~, j Block # ~7 /~ 1 ~jlJ /GL/~ /tGi /!~t- /tJ 6rE 7 !-' ^ Public/Commercial -Describe Use ~~6 / f.' Z' ^ Cih of ^ State O/~vned -Describe lise 2. Q~5 ~-- c,1~5 ~.v lg~jg CSht Number pt~ 8223'~j Sl'4~ ^ Village of Town of E~~! ~t~l6R-~G- ,. _. III. Type of Permit: (Check only one ho on line A. Complete line B if applicable) A. New S stem y ...~--- ^ Replacement System ^ Treatment/Holding Tank Replacement Only ^ Other Modification to Existing System (explain) B• ^ Permit Renew emtit Revision w ^ Change o(Plumber ^ Permit Transfer to New Lis e ~[ m er and Date is ~• ~ Before Expiration ~~ ~jOri ~ Owner ~' r IV. Ty e of POWTS System/Com onenUDe~ ice: Check all that a 1 Non-Pressurized In-Ground ^ Pressurized hi-r round ^ At-Grade ^ Mound > 24 in, ofsuitable soil ^ Mound < 24 in. of suitable soil ^ Holding Tank ^ Other Dispersal Component (explain) ^ Pretreatment Device (explain) V. Dis ersal/i'reatmentRrea information: Design Flow (gpd)l Design Soil Application Rate dst) Dispersal ,4rea Required (sf~ Proposed ( Syste~EleQvation Dispersal Area ~ V[. Tank Info Capacity in Total # of Manufacturer u Gallons Gallons Units ~ ?? t? v .~ New Tanks EsistingTanks -- ~d~ ~~ ~ c p ~; ~ ~ ~ ~ ~ ~~ `~ a ~ ~.~ w ti ~ Septic or Holding Tank /~ / ~ ~ / (/V Dosing Chamber v -~ VII. Responsibility Statement- 1, the undersig ed, assume responsihility for installation of the POWTS shown on the attached plans. Plumber's Name (Print) P ber's Sign tore MP/MPRS Number Business Phone Number ~ «. ~ ,~! 79~'S 9i,~~'-~-25 z~ lumbers Address (Street, City, State, Zip Code) ~ I S56 a'i~ ~ to a `1Ctcd /C, W / ~~"72S VIII. Count -/De artment Use Onl~• Approved ^ tsappr Permit Fee 5 Q ~ Date I sued lo~ Issuing nt Signatur ^ Os even Reason for enial , ~ pJ, ~ ,a a~ l IX. Condi~~~Eteasons for Disapproval .~, ~J~ t _Q_ ~ p~0~ va OCdd~ ~ OZ.Jrtq,~ O~ Septic tank 1 effluent filter anti `""'~ . , ~ r dispersal cetl must all be services / maintainer I a~ ~~- ~ ea/, ~'~. ~-~ ~ ~ror+~.~%en~ as per management plan provided by plumber. n~~.. 2. All setback requirements must be maintained ~ r Z~-, 7 -- r-- -Tr••~i}aiTi Po cninprcRe fSr:Tlt~Tlf~"the'spstem and submiltto the County Qnly on paperyof less t 8 tR c I1 inches in size SBD-6398 (R. 01/07) Valid thru 01/09 pq,('(,~,~,~ j'b IJt, ~lQr ~r~ O` ~~4Mj ~+-t"~-~ 1 ~ . t 11 ~-~Q~p,~j w~` ~ ( ~~~J P r~~ ~ ~ ~ a~-~,ta.,, 1o~'s . SAFETY WARNING -Risk of electric shock. This pump is supplied with agrounding conductorand/or grounding type attachment plug. To reduce the risk of electric shock, be certain that it is connected to a properly grounded grounding type receptacle. Your 115V effluent pump is equipped with a 3-prong electrical plug. The third prong is to ground the pump to prevent possible electrical shock hazard. Do not remove the third prong from the plug. A separate branch circuit is recommended. Do not use an extension cord. When a pump is in a basin, etc. do not touch motor, pipes or water until unit is unplugged or shut off. If your installation has water or moisture present, do nottouch wet area until all power has been turned off. If shut-off box is not accessible, call the electric company to shutoff service to the house, or call your local fire department for instructions. Failure to follow thiswaming can result in fatal electrical shock. The flexible PVC jacketed cord assembly mounted to the pump must not be modified in any way, with the exception of shortening the cord to fit into a control panel. Any splice between the pump and the control panel must be made within a junction boxand mounted outside ofthe basin, and comply with the National Electrical Code. Do not use the power cord for lifting the pump. The pump motor is equipped with an automatic resetting them~al projector and may restart unexpectedly. Projector tipping is an indication of motor overloading as a result of operating the pump at low heads (bw discharge restriction), excessively high or kwv voltage, inadequate wiring, incorrect motor connections, or a defective motor or pump. FLOW- LITERS/MINUTE 80 160 240 320 15. 0 12. s N ~- ~ w w ~ l o. o w ~ ~ ~. s i A A Q w s. o w _ _ ~ r f. 2.5 40 30 2a to 0 2p 40 60 Bu iw FL^W- GALLONS/MINUTE PUMP PERFORMANCE CURVE 115V 60HZ SAFETY GUIDELINES 1. Read all instructions and safety guidelines thoroughly. Failure to follow the guidelines and the instructions could result in serious bodily injury and/or property damage. 2. DO NOT USE TO PUMP FLAMMABLE OR EXPLOSIVE FLUIDS SUCH AS GASOLINE, FUEL OIL, KEROSENE, ETC. DO NOT USE IN EXPLOSIVE ATMOSPHERES OR HAZARDOUS LOCATIONS AS CLASSIFIED BY NEC, ANSI/NFPA70. FAILURE TO FOLLOW THIS WARNING CAN RESULT IN PERSONAL INJURY AND/OR PROPERTY DAMAGE. 3. During normal operation the pump is immersed in water. Also, during rain stones, water may be present in .the surrounding area of the pump. Caution must be used to prevent bodily injury when working near the pump: a. The plug must be removed from the receptacle prior to touching, servicing or repairing the pump. b. To minimize possible fatal electrical shock hazard, extreme care should be used- when changing fuses. Do not stand in water while changing fuses or insert your finger into the fuse socket. 4. Do not run the pump in a dry basin. If the pump is run in a dry basin, the surface temperature of the pump will rise to a high level. This high level could cause skin burns if the pump is touched and will cause serious damage to your pump. 5. Do not oil the motor. The pu mp housing is sealed. A high grade dielectric oil devoid of water has been put into the motor housing at the factory. Use of other oil could cause serious electric shock and/or permanent damage to the pump. 6. This pump's motor housing is filled with a dielectric lubricant at the factory for optimum motor heat transfer and lifetime lubrication of the bearings. Use of any other lubricant could cause damage and void the warranty. This lubricant is non-toxic; however, if it escapes the motor housing, it should be removed from the surface quickly by placing newspapers or other absorbent material on the water surface to soak it up, so aquatic life is undisturbed. 7. In any installation where property damage and/or personal injury might result from an inoperative or leaking pump due to power outages, discharge line blockage, or any other reason, a backup system(s) andlor alarm should be used. V tR,~ i~~ T rha~Z q~'rt 3 Little ~ ~T Pump Company LITTLE GIANT' SUBMERSIBLE EFFLUENT PUMP OWNERS MANUAL FOR 9EH • SAFETY • INSTALLATION • OPERATION • REPAIR -CAUTION - READ SAFETY GUIDELINES AND INSTRUCTIONS CAREFULLY World's Largest Manufacturer of Centrifugal Pumps f" e3~~t ~G-f2. ~2t ~! ~iu~ttRd ~ TwSa sr C'+2a~x Crv~s-ry W ec.c..aw t~-JFR. ~~~ .S~+Sb tvc.s~o~( ~~rt gsq ./ ~' .. ''~-.. ~" ~ ~ 1 d.~~ ~~ ~,,., n~ Sn~'! Ct~~~ ' 3~, s s Rol °, ,fit =R~..~~' ~3~93-4~` sc~~ ~'' • ~` ,a~~ 3 t3ar~ _ ~ y ~-~s~' •, ,~ ~ ~~.~- ,.~~ ~.~ ~ ~ ~.~'~ . r~. { I ~. ,,~ , , ~d~/et ~~ tS1J~ t~-¢ .SGT ~~¢ S 4T its a 1..~ ~ l ~ tti.~ ~RlwJ ~itr9'tR+tL~ "TwSa st; C'2o-~k GvN ry W rc,craw t~ .J+~. t~~~ S~6 cvcsca~.t .-~ ! , .,-' ~, ; I ,--~~' ~ f ~ Z . ~, _~'' _ ./ ~' / ~ $~t o { ~ {gQ,~6E { i 3 t3a2~^ _ ~( .,-.. l-~s~- ( `q~,~~' ~ ~ ~~ q~.~ ',/, ~.~~ ~ ~~ - ~ $t ~ R$~37` t'" - 4-0` ~~ ~ SS, ~ ,yi ~~g sq. tt. o), 11.10 acres ~9?~ 2A~ ~, C.B.A. =78, 504 sq. ft. o w ~UlBU~LD/ 0 1 ` 66 540 ft. NG `''' ` C. B.A. ~ 56, 664 sq. ft. e ~ ~ ~ ~ H ~2 Z 43,527 s f N , ~ ~'' ~ ~, \~ X~'-1J~12-1~14-0UTL0T w ~ 1.00 acres N o /4~ ~o ~ \~~ 334 622 sq. ft. ~ o o +~ 0 40, 082 s f.. ~P`' ~ ~ \ ~ 7.'68 acres ~ 0.92 acres r-, , ~ .~ \o C.B.A. =160, 063 sq. ft. acres / ~~~. N ~ ; a \ ~ tv~ a~V ° J \ iP 12' Uti/ity Q~i~ ,~'~°c ~ 1 ~ Eosemen t ~`L 1 1~ ••••• / 40,160 sf. \O i 1-~ 0.92 acres ~ ~ i5 4' ~~ ~ \ C >> V/ / ~~ \ / NS1•57'42„E Z p ~ 259. / rn Z 60' Radius 8 ~ ~ ~ 26, 386 s f. °' ~' C C ~' 0.60 acres J ~ g 4 S G1 V o 3"E ~~g~."' ~ C6 ~ / ov'o o / r - \ 86¢ p ~ \ ~ / ~ 3 w a= ~" s v~,, ~; •p ~ ate. c3`~, ~ ~s~ 7 ~ •°~p rns °= ~ 5 `. o ~~3 42,308 s f. APRROXIMATE / I ~~ 0.97 acres SHORELAND ° f. ~ 15,362 s f. c~- F ~• ZONING ~ • s 0.35 acres BOUNDARY J "E ~ / "F, ~ ph • ~6 6 2 ~ ~~' 43, 502 s f. o d 8 / 1.00 acres 2 33, 670 s f. ~„ N ~ ~ 0.77 acres ~ N g ~ ~ ~ ~: R= NOf 5B'59'W N02'Q1'40"W P. 50.61' 79.04' 234.11' 48.71' "~, ~ ~ - N87'58'18"E 361.86' ~ i f Ra NB87~0'S9"E ~' N87'58'18"E • _ ~ 77'93 ~ 933.69' ~- ~ ~/ - ~ -N87~8'18"E 2598.92' POB R= ss8no39'W 2599.06' Southeast Corner UNPLATTED LANDS .Section 6-30-17 -------- I(found A/uminum I - ~~sc~onsln Department of Commerce Division of Safety and Buildings SOIL EVALUATION REPORT in accordance with Comm 85, Wis. Adm. Code #a7 Page 1 of 3 Northlarx! Plumbing, Inc. Attach complete site plan on paper not less than ~'/: x 11 inches in size. Plan must County St Croix inGude but not limited to: vertical and horizontal refe i t BM di ti d . , re po n ( ), rec on an percent slope, scale or dimensions, north arrow, and I n a distance to nearest road. Parcel I.D. Please print all informatro Revie By Date Personal information you provide may be used for seconds s Privacy Law, s. .04 (1) (m)). ~~ ~ 8 Property Owner Location Robin Haffner ovt. Lot SW1/4, W7/ , S6, T30N, R1 Properly Owner's Mailing Address of # Block # ` Subd. Nam r CSM# 404 S. Green 8&9 Willow River Ridge City State ip C P o r ~ City ~ Vllage ®Town Nearest Road New Richmond WI 5401 715-222-0169 Erin Prairie 1570 CTH GG ®New Construction Use: ® esideMial / Number of bedroom 3 Code derived design flow rate d50 GPD ^ Replacement ^ Public or commercial -Describe: Parent material Glacial Outwash Flood plain elevation, if applicable ft. General comments Conventional site. and recommendations: 1 ^ Boring Boring # ® Pit Ground surface elev. 94.37 ft Depth to limiting factor > 104 in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consists Boundary Rood GP D/fl~ in. Munsell Qu. Sz. Corrt. Color Gr. Sz. Sh. •EN#~ 'Eff#2 1 0-20 10YR3/2 sl 3sbk mvfr cs 3f .6 1.0 2 20-30 10YR5/3 sl 2sbk mutt a if .6 1.0 3 30-48 10YR5/8 / s Osg ml a if .7 1.6 4 48-64 7.5YR5/8 ? s Osg ml cs .7 1.6 5 64-74 7.5YR5/6 11 grcos Osg mfr cs .7 1.6 6 74-104 7.5YR5/8 ~ s Osg ml cs .7 1.6 2 ^ Boring Boring # Pit Ground surface elev. 94.68 fl. De th to limitin factor >96 in. ® P 9 Soil Application Rate Horizon Depth Dominant Cobr Redox Description Texture Stnrdure Consisten Boundary Roots GP DIfl= in. Munsell Qu. Sz. Cont. Color Gr. Sz Sh. •Eftalrt 'Eff#l2 i 0-10 10YR3/2 sl 3sbk mutt cs 3f .6 1.0 2 10-17 10YR5/3 sl 2sbk mutt cs if .6 1.0 3 17-24 10YR5/8 ~ s Osg ml cs 1f .7 1.6 4 24-41 7.5YR5/8 .~ s Osg ml cs .7 1.6 5 41-50 7.5YR5/6 grco5 Osg mfr cs .7 1.6 6 50-96 7.5YR5/8 s Osg ml a .7 1.6 - etttuent u~ = t30R5> 30 < ZZO mg/L and TSS >30 < 150 mglL * Effluent #2 =GODS <_30 mg/L and TSS x.30 mgA.. CST Name (Please Print) Si ature: CST Number Michael J. Myers 267985 Address Northland Plumbing, Ina Date Evaluation Conducted Telepho Number E 1556 State Rd 64 Boycevilie, WI 54725 9/25/07:.. ~t S~Q ~'3 Z ~ 2 U SBD-8330 (rt07ND0) ~Z property owner Robin Haffner Parcel ID # Page 2 of 3 ^ Boring Boring # ®Pit Ground surface elev. 93.41 ft. Depth to limfting factor >9$ in. Soil Application Rate iz n H th De Dominant Color Redox Description Texture Structure Consistence Boundary Roots GP D/ft~ or o p in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *E~t *E 1 0-15 10YR3/2 sl 3sbk mvfr cs 3f .6 1.0 2 15-26 10YR5/3 sl -<2sbk "' mvfr a if .6 1.0 3 26-35 10YR5/8 t s , ..tag ' ml rs if .7 1.6 4 35-54 7.5YR5/8 s Osg ml a .7 1.6 5 54-61 7.5YR5/6 ~ ( grcos Osg mfr cs .7 1.6 6 61-98 7.5YR5/8 ( s Osg ml a .7 1.6 'Effluent #1 = BODS> 30 < 220 mg/L-and TSS >30 a 150 mg/L * Effluent #2 =GODS < 30 mglL and TSS <30 mg/L The Department of Commerce is an equal opportunity service provider and employer. If you need assistance to access services or need material in an alternate format, please contact the department at 608-266-3151 or TTY 608-264-8777. „-~h^~ ~ ~ -- ,-- Property Owner Robin Haffner Parcel ID # Page 2 of 3 , 3 Boring # ^ Boring ®P~ Ground surface elev. 93.41 ft. Depth to limiting factor >98 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 *EiF#2 1 0-15 10YR3/2 sl 3sbk mvfr cs 3f .6 1.0 2 15-26 10YR5/3 sl 2sbk mvft- a if .6 1.0 3 26-35 10YR5/8 t s Osg ml cs if .7 1.6 4 35-54 7.5YR5/8 s ~ Osg ml cs .7 1.6 5 54-61 7.SYR5/6 - 1 ~ grcos Osg mfr a .7 1.6 6 61-98 7.5YR5/8 ( s Osg ml a .7 1.6 qo~ 3' = 3 ~~ ~'' ~ o. ~ ,, 'Effluent #1 = BODS> 30 < 220 mglL and TSS >30 < 150 mglL * Effluent #2 =GODS < 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. i. •~s~~ ~ t~~~F~c-~. ~~~~ ~~1~. ~~ ~~o~~~?~ ~r~rrt ~nra ~ ~.~~ ~ws~ ~c.of gs q / ~'~( --~' ~T~- i r' I .~~ ~~ ~ ~ ~ ~--- ~ -~~° ~ ~ .- ~ $~'i .-- ~• y; ~' ~ f ~A+rt~p6E 3 t3~~ ~ gt "`; A \. { I ~g ~~~ 1`~..,. I ~~ ~ I ~,~~ t~L $I = ~~4,37' ~lL ~ Sc~ /' ~ -do ~~~ ~~# ~ Page o 41 ff SYSTEMS INC Environmental Onsite Wastewater Solutions'" Leaching Chamber Design Spreadsheet Project Name: Haffner-Conventional Owner's Name Robin Haffner Owners Address 404 S. Green New Richmond,Wl 54017 Legal Description 5w_ ~ %., Sw ~ /. Sec(`6 ~ T 30 N, R 17 w `- Township Erin Prairie County Saint Croix ~ Subdivision Willow River Ridge Lot# 889 ParcellD# 012-1018-60-250 Table of Contents Pg• 1 Cover page 2 Calculations and Drawings 3 Management and Contingency Plan 4 Plot Map total # of pages: 4 Designer Name: License #: Date: Ph. #: Signature: Michael J. Myers 267985 9/29/07 715-643-2520 Design Methods Used "IN-GROUND SOIL ABSORPTION COMPONENT MANUAL FOR PRNATE ONSITE WASTEWATER TREATMENT SYSTEMS" (Version 1.0) SBD-10705-P (R.6/99) ~.,.E~„s ,~,~ Infiltrator and the Infiltrator logo are trademarks of Infiltrator Systems, Inc. `~"~"~"~"~`~""'""""'~""°" Spreadsheet provided under license t0 IrlfiltatOr Systems, Inc by: 3GAdvisement N12486 220th St, Boyceville, WI 54725 ' ' ~ Calculations and Drawings Page 2 of 0 SYS"fEMS INC Fmipnrgr~OnsiH WaYeweM So4Nne" Site Conditions Infiltration Elevations Site Type: Private # of Bedrooms Depth to limiting factor 9 Soil Application Rate: 0. Effluent Quality Eff #1 Design Flow: 450 gaUday Max BOD 220 mg/I Max TSS 150 mg/I Trench #1 Trench #2 Trench #3 Contour Elev: 94.37 94.37 Et Infiltration Elev: 90.87 90.87 Ft Limiting Factor Elev: 86.37 86.37 N/A Treatment and Dispersal Zone: 4.50 4.50 N/A Cover Material Required: 0 0 N/A In Finished Grade Over Cell: 94.37 94.37 N/A Distribution Cell Choose chamber type: Septic Tank Manufacturer: Wieser Concrete Volume Chosen: 100/650 Effluent Filter Selected: Polylock Note: Access opening of suffident sip to be provided to albw removal of filter. Opening to terminate at or above grade. b~- Cross Section of Se i~ k P 12" Min - Grp `` All joints to be water tight Effluent Filter 3" Bedding Under Tank 8" Min Isu~t or Sch40 Pipe Infiltrator Quids 4 Standard ~ ~ # of trenches: 2 ~ Chamber Length: 4.00 Ft Chamber EISA: 19.1 Ft2 Endcap EISA: 5.8 Ft2 Required Infiltrative Area: 642.9 Ft2 Actual Infiltrative Area: 661.0 Ft2 Total # of Chambers: 34 Total # of Endcaps: 4 Combined Length of Cells: 140.0 Ft Cross Section of Cell Cover Material Observation Pipe (if required) _ _ - - Final Grade -'1 Ground Contour Leaching System Chamber Elevation Lengf~t L 6 L 6 O O Observlat+cat Clbserv~aUon Widlh P617J4 3©~4 I'l~e plp~e ~ 5ch X10 ~t~' I''1/C f'Pe Infiltrator and the Infiltrator logo are trademarks of Infiltrator Systems, Inc. Spreadsheet provided under license to Infiltator Systems, Inc by-. 3bAdvisement N12486 220th St, Boycevitle, WI 54725 Page 3 of 4 In-Ground System Management Plan pursuant to Comm 83.54 W. A. C. Owner's 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 owner's 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 routinely 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 sludge/scum. 3 year inspection: If tank has greater than 1/3 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 113 sludge volume. Septic tank should be routinely inspected to be watertight and of good repair. Absorbtion Celt The absorbtion 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 problems/failure. The designed daily flow Capabilities of the component should never be exceeded. Trees and any other deep rooted vegetation should never be planted, or alkrnred to grow anywhere on the component. Activities OTHER than mowinglmaintenance (i.e. excessive walking, pets, vehicles, etc...) could compress the component and reduce it's absorbtion capabilities and/or possibly cause it to freeze in winter conditions. 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 or other components therein (including floats, alarms, etc) become defective, the defective tank or component must be replaced immediately to ensure that the system can operate as designed. If the absorbtion component cannot accept wastewater or ponds wastewater to the surface, the component must be repaired or replaced in it's current location by removing the dogged bacterial mat, aggregate/leaching chamber cell, and distribution piping within the cell and repladng failing components in order to return system to proper working order as required. If repair is not feasible, a new system is to be constructed in a designated replacement area commerce.wl.gov Safety and Buildings Divi ou 201 W. Washington Ave., P.O. C/t tv /h ~ s ea n s ~ n Madison, WI 53707-7162 a Permit Number (to be filled in by Co ) Department of Commerce 5Q ~ ZS Sanitary Permit Application State Transacction Number In accordance with s. Comm. 83.21(2), Wis. Adm. Code, submission of this form to the appropriate governmental /V unit is required prior to obtaining a sanitary permit. Note: Application forn~s For state-owned POWTS are Project.4ddress(ifdiffer~ submitted to the Department of Commerce Personal information you provide may be used for secondary urposes in accord~ce with the Privacy Law, s. 15.04(I)(m), Stars 1. A lication In mation -Please Print All Information Proper Owner's Name t~oaflJ I-~-~~--~~rE~. Property Uvner's Mailing Addltss ~ City, State 11. Type of Building (check all that ap ~I ar 7 Family Dwelling - Number oFBedr ^ Public/Commercial -Describe Use Zip Code 3 ok ~ Lot #~' s 9 ^ State Owned -Describe Use ' III. Type of Permit: (Check only ne box online A. Comp I A. New S stem y ^ Replacement System ^ Treatn JUL 1 1 2007 P ST. CROIX COUNT G ,2 ~, c~ M N "ber ~/~! • 223} - ~ f applicable) Tank Replacement Only ~ .1 Sib rce than mailing address) ~~~ ~~ ' o~z-/Dlg~ ~b ~ Z5U perty Location /' ~~ /I _ /~ vt. Lot ( /'3' ~"~ W '/<,.SN-S '/., Section _~ (circle one T~N; R~~Eo Subdivision Name ll~icc.w ~f vE~e R/d GC- ^Cinof ^ Village of __ __ Town of ~~./ ilt p 1rte1G- ^ Other Modification to Existing System (explain) B. ^ Permit Renewal Before Expiration ^ Permit Revision ^ Chang Plumber Permit Transfer to New ner List Previous Permit Number and Date Issued 1~~~ ~~~.,~, IV. Tv e of POWTS S stem/Com onenUDevice: Che all that a ~ 1 ~ Non-Pressurized In-Ground ^ Pressurized In-Ground ^ Holding Tank ^ Other Dispersal Component (explain At-Grade ^ Mound > 2 'n. of suitable soil ^ Mound < 24 in. of suitable soil Pretreannent Device (explain) V. Dis ersal/I'reat ent Area Information: Design Flow (gpd) ~Sa Design Soil A plicatio ate(g , st) •~ Dispersal Area Reqw d (st) /2y ~ persal Area Proposed (st ~2~.~. Sys m Eleva[i n s' ~. X05 Vl. Tank Info Capacity Gallo Total Gallons N of Units Ma facturer :: ~ ~ °o ,~, New Tanks xisting Tanks - n ~ 1 ~ ~ ~ ~ y ~ ra A Septic or Holding Tank ~ / V /v,~v ~ , I /'t ~e !N J j Dosing Chamber ~ VI1. Responsibility Statement- I, a under ned, assume responsibility for installation of the POWTS shown on a attached plans. Plumber's Name (Print) ~tt cha~~ f , ~~yEK. lumber's S anrre ~~.~->,.~-, MP/MPRS N ber 2G?~ Business Phone Number ?l5-l~13-25zo Plumber's Address (Street, City, S e, Zip Code) / ~ F 154 fi~ G~ ~a~cC-t/~t.,c..E- ,~ 1 5~!?2S Vlll. County/Department Use Only Approved ^ isapprove Permit Fee Date Is ued Issuing ent Signature $y5b.~ 7iZ b7 ^ O even Reason o al [X. Condit' easons for Disapproval n /~ l b r SY5'~ M~~~ 3~ ~.,.~+c,~ ~ kJetae~ Yo ~ t~~ 6wv~Q.L. +c' 1. a~ ~~ u~st ally ~ ` ~ ~ ~ as per management plan provided by plumber. 10~- g~-~ ~.J ! ~-~. '~~ I f-~t~~-c.~-te~- 2..A~ sdback t'equire-nants must be maintained .... ,..,.t. ~.~,,,~1,,,~;,~ . '~' I~;.d i ~ lam- pel`~-~ ~ o ~ o fir- Z l ~-- ~'":~,Ttncli tti coiripleie plans for the system and submit,(n the County only on paper not less thin S t/2 x I 1 inches in size SBD-6398 (R. 01/07) Valid thru 01/09 PaQ.eQ-. ~S ' ^ ~' P rd(d~~e5.5~ cue ~~ tJ o./~ C..l CG.~ ~ a~ a'C- to~v `Y~ .. '. ~~~ ~~~~ Sw y-~Swy4 s (o X30 ~( ~ 17 w S~~~Hk ~V-u~7y ~'i3D ~ vas ~o-~/ ~ l - 9.45' 82 ; 9S.~s' $3 ~~ 98, os- ' ~iw~z ~- ~~. ~d ~d{~ 1~ ,: '. ~~~ ~ti ~~ S'w `/.q.Sw`/4 S !o `301`( p~ 17 (.J ~21h1 ~i2~{ ~1 E ~wS ~ S T: ~~Hx ~vz,v 7 y W ri.C,p.GV ~ , UC-R.,~j 1 I~GE ~`.''3 D ~ V lS ~Ox/ '~"~~s9 ~~ ~ l - 9g. 4s , 82 = 9g ~s' 33 = ~~, os- ~~- ~/ = ,(ao , o ~Siw~2'- ~4~(,d .:r ; ,~F~' rte" ~~; SOIL EVALUATION REPORT Department of Commerce in accordance with Comm 85, Wis. Adm. Code age 1 of 3 " Division of Safety and Buildings Steel's Soil Service County Attach complete site plan on paper not less than 8'/z x 11 inches in size. Plan must include, but not limited to: vertical and horizontal reference point (BM), direction and percent slope, scale or dimensions, north arrow, and location and distance to nearest road. Parcel I.D. Please rin II " Personal information you provide ma Property Owner Haffner, Robin N ~ 6 ZQQ6 Property Owner's Mailing Addres 404 South Green Ave. ST'. CROIX COUNTY City Sate Zip Code Phone Numbe be us~~V~~pises (Pri St. Croix Review By acy Law, s. 15.04 (1) (m)). Property Location Date /Z ii ~o Govt. Lot na SW1/4, W1/ , S6, T30N, R17W Lot # Block # Subd. Name r CSM# 8-9 na Willow River Ridge ^ City ^ Village ~^ Town Nearest Road New Richmond WI 54017 715-246-3921 Erin Prairie Cty Rd GG ^ New Construction Use: ^ Residential / Number of bedrooms 4 Code derived design flow rate 600 GPD ^ Replacement ^ Public orcommercial -Describe: na Parent material outwash Flood plain elevation, if applicable 985.50 ft. General comments Conventional system, system elevation 95.65ft. Trenches spsaced and depth to code 3.OOft below grade. and recommendations: -'- Boring # ^ Boring Pit Ground surface elev. 98.65 ft. Depth to limiting factor 120 in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consisten Boundary Roots GP D/ftz in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 'Eff#2 1 0-10 10yr3/1 none sil 2msbk mfr cs lvf .6 1.0 2 10-24 10yr4/4 none sicl 2msbk mfr cs na .4 .6 3 24-60 7.5yr4/4 none sl icsbk mfr cs na .4 .7 4 60-120 7.5yr4/6 none grcos osg ml na na .7 1.6 i~ 3l0 2 ^ Boring Boring # ^ Pit Ground surface elev. 98.65 ft. Depth to limiting factor 120 in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consisten Boundary Roots GP D/ftz in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 'Eff#2 1 0-14 10yr3/1 none sil 2msbk mfr cs lvf .6 1.0 2 14-32 10yr4/4 none sicl 2msbk mfr cs na .4 .6 3 32-41 7.5yr4/4 none cos osg mvfr cs na .7 1.6 4 41-120 7.5yr4/6 none grcos osg ml na na .7 1.6 .c r 3~ * Effluent #1 = BOD ~> 30 < 220 mg/L and TSS >30 < 150 mglL * Effluent #2 = BODS <30 mg/Land TSS < 30 mg/L CST Name (Please Print) ign ure: CST Number David J. Steel ~ ~ 248956 Address Steel's Soil Service Date Evaluation Conducted Telephone Number 994 200th St. Baldwin, WI 54002 10/25/2006 715-760-0347 Property Owner Haffner, Robin Parcel ID # Pending Page 2 of 3 Borin # ^ Boring g ^ Pit Ground surface elev. 98.05 ft. Depth to limiting factor 120 in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ft2 in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2 1 0-9 10yr3/1 none sil 2msbk mfr cs lvf .6 .8 2 9-23 10yr4/4 none sicl 2msbk mfr cs na .4 .6 3 23-37 7.5yr4/4 none cos 2msbk mfr gw na .7 1.6 4 37-60 7.5yr4/4 none sl lcsbk mfr gw na .4 .7 5 60-120 7.5yr4/6 none grcos 2msbk ml na na .7 1.6 . alJ ~i ~~ n~„ i ~W Borin # ~ Boring g ^ Pit Ground surface elev. ft. Depth to limiting factor in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GP D/ft' in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eft#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 GPD/ft2 in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 •Eff#2 * Effluent #1 = BODS> 30 < 220 mg/Land TSS >30 < 150 mg/L * Effluent #2 = BODS < 30 mg/Land TSS < 30 mg/L The Department of Commerce is an equal opportunity service provider and employer. If you need assistance to access services or need material in an alternate format, please contact the department at 608-266-3151 or TTY 608-264-8777. SBD-8330 (R.07/00) St2El'S Soil SQrvICe Y , ' • David J. Steel Robin Haffner CST-POWTSM SW1/4,SW1/4,S6,T30N,R17W Lic. #248956 Town of Erin Prarire, St Croix Co. Willow River Ridge, Lots 8- This soil evaluation was conducted to satisfy a zoning requirement, it may The location of this test may or may not be as shown, as permanent lot lin time the soil test was conducted. C...... d' -~-%' v-' STEEL'S SOIL SERVICE 3 of 3 994 200' St. Baldwin, WI 54002 Direct 715-760-0347 9 Fax 715-684-3449 or may not be suitable for your use. es were not established at the Legend N 1" = 40' • =Benchmark Ele. 100.00 ft Top of 3/4" pvc pipe • =Alt Benchmark Ele. 99.60 ft Top of 3/4" pvc pipe ^ =Borings Boring Elevations B 1 = 98.65 ft B2 = 98.65 ft B3 = 98.05 ft B4 = 0.00 ft 68LS abed CZ lo/~ z~~ ~ Z 30 T 133HS ~ N o wN sarv~ o~c~~ivn _~ : ~~ ~~ ~y1 H ~W[¢il~ .yQ~ZOZ M.. ~T.Lb. 90N M..TO.OO. 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Ormta W<ashgw~ftsr ^.xlttttions'" Leaching Chamber Design Spreadsheet Project Name: /y.q~F,F~/E/L -- Co.l~/ VE.+~Tcwvac.,. Owner's Name FTeb~l~l ~q Flt ~ Owners Address ' ~y'4 S, Ga.c-~1 New Richmolla, WI 54017 Legal Description j sw j • y,, ~sw ~ y, Sec~~ T ~~ N R nl, w Township Erin Prairie County Saint Croix ' ~ Subdivision Willow River Ridge Lot# #8 #9 Parcel ID# Table of Contents Pg• 1 Cover page 2 Calculations and Drawings 3 Management and Contingency Plan 4 Plot Map total # of pages: 4 Designer Name: Michael J. Myers License #: 267985 Date: 7/10/2007 Ph. #: 7 5-643-2520 Signature: ~ Design Methods Used "IN-GROUND SOIL ABSORPTION COMPONENT MANUAL FOR PRIVATE ONSITE WASTEWATER TREATMENT SYSTEMS" (Version 1.0) SBD-10705-P (R.6/99) ~vsrEnns I~ c Infiltrator and the Infiltrator logo are trademarks of Infiltrator Systems, Inc. '~~""~"~""`~"~" Spreadsheet provided under license to Infiltator Systems, Inc by: 3bAdvisement N12486 220th St, Boyceville, WI 54725 I' -~ f~, g ~` Calculations and Drawings Pa e 2 of 4 f,~,~.,,a~-»~,.~~.,,.~ Site Conditions Infiltration Elevations Site Type: Private %Slope 1 # of Bedrooms 3 Depth to limiting factor 120 inches Soil Application Rate: 0.4 gal/ft^2 Effluent Quality eff #1 ~ Design Flow: 450 gal/day Max BOD 220 mg/I Max TSS 150 mg/I Contour Elev: Infiltration Elev: Limiting Factor Elev: Treatment and Dispersal Zone: Cover Material Required: Finished Grade Over Cell: Trench #1 Trench #2 Trench #3 98.65 98.65 98.65 95.65 95.65 95.65 Ft Ft 88.65 88.65 88.65 7.00 7.00 7.00 0 0 Oln 98.65 98.65 98.65 Distribution Cell Choose chamber type: Septic Tank ILInfiltrator Quick 4 Standard !, ~ Manufacturer: Wieser # of trenches: ~ 3~ Volume Chosen: 1000 Chamber Length: 4.00 Ft Effluent Filter Selected: Polylock Chamber EISA: 19.1 Ft2 Note: Access opening of sufficient size to be provided to allow removal of filter. Endcap EISA: 5.8 Ft2 Opening to terminate at or above grade. Required Infiltrative Area: 1125.0 Ft2 Actual Infiltrative Area: 1125.2 Ft2 Total # of Chambers: 58 Cross Section of Septic Tank Total # of Endcaps: 6 Combined Length of Cells: 238.0 Ft 12" Min -'- Grade Cross Section of Cell 18" Min Cover Material Observation Pipe (if required} _.-- Final Grade ~ Alljointsto -,~ be water tight 0 D3034 or Ground LEffluent Sch40 Contour Filter Pipe Leaching System Chamber Elevation 3" Bedding Under Tank ___ _ _ _______ __ _ __ Length L 6 ~b C7bi t~brvaUcn lfi~'tdih f~M1 ~~ r,~- ~r~ I"'Ipe IBC p~,c Infiltrator and the Infiltrator logo are trademarks of Infiltrator Systems, Inc. feet provided under license to Infiltator Systems, Inc by: 3bAdvisement N12486 220th St, Boyceville, WI 54725 Page 3 of 4 In-Ground System Management Plan pursuant to comm 83.54 W. A. C. Owner's 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 owner's 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 routinely 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 1/3 of the usable tank volume may be occupied by sludge/scum. 3 year inspection: If tank has greater than 1/3 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 routinely inspected to be watertight and of good repair. Absorbtion Cell The absorbtion 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 problems/failure. 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 possibly cause it to freeze in winter conditions. 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 or other components therein (including floats, alarms, etc) become defective, the defective tank or component must be replaced immediately to ensure that the system can operate as designed. If the absorbtion component cannot accept wastewater or ponds wastewater to the surface, the component must be repaired or replaced in it's current location by removing the clogged bacterial mat, aggregate/leaching chamber cell, and distribution piping within the cell and replacing failing components in order to return system to proper working order as required. If repair is not feasible, a new system is to be constructed in a designated replacement area It State Bar of Wisconsin Form 2-2003 WARRANTY DEED Document Number II Document Name THIS DEED, made between David J. Steel, a married Derson ("Grantor," whether one or more), and Robin Jo Haffner and Colleen M. Haffner, husband and wife ("Grantee," whether one or more). Grantor, for a valuable consideration, conveys and warrants to Grantee the following described real estate, together with the rents, profits, fixtures and other appurtenant interests, in St. Croix County, State of Wisconsin ("Property") (if more space is needed, please attach addendum): Located in the SW 1/4 of the SE 1/4 and the SE 1/4 of the SE 1/4 of the fractional Section, the NE 1/4 of the NE 1!4 the NW 1/4 of the NE 1/4 of the fractional Section 7, All in Township 30 North, Range 17 West, Town of Erin Prairie, St. Croix County, Wisconsin described as follows: Lot 2 of Certified Survey Map recorded Apri17, 2006 in Volume 21, Page 5189 as Document No. 822349. Exceptions to warranties: Easements, restrictions and rights-of--way of record, if any. Dated 7 1 ~ a~' r ~-) ~ .~ J. Steel 62436rZ1 KATHLEEN H. WALSH REGISTER OF DEEDS ST. CROIX CO., WI RECEIVED FOR RECORD 05/04/2006 10:40AM WARRANTY DEED E1<~f ii REC FEE : 11.00 TRANS FEE: 708.30 COPY FEE: CC FEE: PAGES: 1 Recording Area Name and Return Address WESTCONSIN CREDIT UNION PO BOX 269 NEW RICHMOND WI 54017 Part of 012-1018-60-200 Parcel Identification Number (PIN) This is not homestead property. (is) (is not) .~- (SEAL) (SEAL) (SEAL) * * AUTHENTICATION Signature(s) David J. Steel, a married person authenticated n *Kristina O land TITLE: MEMBERS ATE BAR OF WISCONSIN (If not, authorized by Wis. Stat. § 706.06) THIS INSTRUMENT DRAFTED BY: ACKNOWLEDGMENT STATE OF ) ss. COUNTY ) Personally came before me on the above-named to me known to be the person(s) who executed the foregoing instrument and acknowledged the same. Attorney Kristina Ogland Notary Public, State of Hudson, WI 54016 My Commission (is permanent) (expires: ) (Signatures may be authenticated or acknowledged. Both are not necessary.) NOTE: THIS IS A STANDARD FORM. ANY MODIFICATIONS TO THIS FORM SHOULD BE CLEARLY IDENTIFIED. WARRANTY DEED ®2003 STATE BAR OF WISCONSIN FORM NO.2-2003 ^ Type name below signatures. 1 of t INFO-PROTM Legal Forms 800-655-2021 www.infoproforms.com ST CROIX COUNTY SEPTIC TANK MAINTENANCE AGREEMENT .AND OWNERSHIP CERTIFICATION FORM OwnerBuyer i'i- 0~ .S'. G2~Etil 5 oil Mailing Address Property Address S ~ O e.. ~,y G G (Verification required from Planning Department for new City/State ~~sn! l~~e~s,/ ~,T / Pazcel Identification Number LEGAL DESCRIPTION Property Location 5~ '/., S~ '/., Sec. G , T 3 ~ N-R ~ ~ W, Town of ~rci~/ ~ -/t~E Subdivision L~ie,~~ f~~v~2 ~ ~DCrC-. ,Lot # ~ Certified Survey Map # g 22 34 ~ .Volume 2 ~ ,Page # 5/ ~~ Warranty Deed # ~ 2' ~ 3~P U .Volume 2 r .Page # 5 ~ ~ Spec house,~yes ^ no Lot lines identifiable yes ^ no SYSTEM MAINTENANCE Improper use and maintenance ofyour 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 wastewater disposal 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. 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 thre y r ex iration date. ~ / ~/ p7 SIG ATURE F ICANT 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 r e e ribed above, by virtue of a warranty deed recorded in Register of Deeds Office. //( ~Q J~ SIGNATURE OF PLICANT 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 dedd from the Register of Deeds office a copy of the certified stu vcy map if reference is made in the warranty decd Wisconsin Department of Commerce Division of Safety and Buildings SOIL EVALUATION REPORT in accordance with Comm 85, Wis. Adm. Code 1495 Page t of Steel's Soil Service, Inc. Attach complete site plan on paper not less than 8'/: x 11 inches in s¢e. Plan must i l d b t t li it d t l i h County St. Croix nc u e, u no m e o: vert ca and orizontal reference point (BM), direction and percent slope, scale or dimemsions, north avow, and location and distance to nearest road. parcel I.D. ~/ . / ~ ~.., (~ P/easlepaN~: Re 'wed By Da e Personal i~orma6on you provit(e may bsuSed•fo~eer:en~ary pis (Priva~y Law, s. 15.04 (1) (m)). Property Owner Property Location Steel, David &Tammy -~ ~ Govt. Lo ,• na SE 1/4 SE 1/4 S 6 T 30 N R 17 W Property Owner's Mailing Addre~s Lot # ~ Block # Subd. Name or CSM# ' ~ [[ LL ~~ 994200th St na CSM~udiag 19.207Acre City "Stato,..Zip"Code Phoae Number-= ~ City J Village ~+ Tow Nearest Road Baldwin ~ WI 54002 715-684-5680 Erin Prairie ~ Cty Rd GG 1/ New Construction Use: y~ Residential / Number of bedrooms 4 Code derived design flow rate 600 GPD Replacement ~ Public or commercial -Describe: Parent material Outwash Plain and Stream Terraces Flood plain elevation, if applicable na General comments and recommendations: Conventional system, system elevation 100.15ft. Trenches spaced and depth to code 3.OOft below grade. T ~ x~ ~. ~_ ~ „~, a Boring # J Boring Pit Ground Surface elev. 103.15 ft. Depth to limiting factor 96 in• Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GP D/ftz in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2 1 0-8 10yr3/1 none sil 2msbk mfr cs 1f .6 .8 2 8-17 10yr4/4 none sicl 2msbk mfr cs 1vf .4 .6 3 17-26 7.5yr4/4 none sl 2msbk mfr gw na .6 1.0 4 26-96 7.5yr4/4 none ms osg ml na na .7 1.6 Boring # ~ Boring ~{ Pit Ground Surface elev. 103.15 ft. Depth to limiting factor 96 in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GP D/ft2 in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2 1 0-10 10yr3/1 none sil 2msbk mfr cs 1f .6 .8 2 10-17 10yr4/4 none sicl 2msbk mfr gw 1vf .4 .6 3 17-26 7.5yr4/4 none sl 2msbk mfr cs na .6 1.0 4 26-96 7.5yr4/4 none ms osg ml na na .7 1.6 'Effluent #1 = BODS> 30 <_ 220 mg/L and TSS >30 < 150 mg/L * Effluent #2 = BODS < 30 mg/L and TSS < 30 mglL CST Name (Please Print) C_i nature: ~ CST Number David J. Steel ~..'~ ~ 248956 Address Steel's Soil Service, Inc. Date Evaluation Conducted Telephone Number 994 200th St., Baldwin, WI 54002 8/23/2004 715-684-5680 ~~. ~~~ ~~~ ~ ~ -- RECEIVED Q _ ~ "~ : = OCT 3 0 ~ 0 •• ... ~ 9 l .... ,~ ~ $T. CROIX COUMY ~ $URVE1fOR'S RECOF~ 8~ 2 3 4 9 . ~"- 3, ` VOL Z ~ PAGE 57 89 KATHCEEIf N. REGISTER OF DEEDS RpCEIVEDXFOR~I2ECQRD 04/07/2MG 10:30Al1 CERTIFIED Sq 5 1/4 CORNER SECTION 6 ( RAIL ROAD SPIKE FOUPO ) M35%4COR. ten, ~ SPY FEE: 3. N ~ ~ Noo roi'S3-w 56. 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IYi V tff s 1 ~ ~ T~ ~ ~ ~~ ~ ~ I ~ ~ ~ ~ ~ ~ ~ ~~ ~ -g$~ ~. / I ~~ C 4 ~ 'I~D v /~, ~ yB, f5 S2~E ~ 1 ~'t e ~% `~'• ~~i4i ~~ ~ ~~ ~ // 5038'YI 214 S• ~Aa m~ a ~~i ~ Z~ I ~ i8~ ~ ~o ~ r. ~ ~ ~ RI ~~A v ~~ I ~ ~~ 9~ ~~~~~ -~~ ~~, ~ ~ ~P~S ~~~' I ~~ ~ ~~~~r0~a ~Np3:s~o ~ ~ ~$ ~~~ ~~~~f0 ~1gig~~~ N ©~ I C~ ~ N ~,~,W r~N } ~ ~~ ~~ NO0°00'0S1q pp~p41'1O"W ~ ~~ ~m UNPlBTI~~ WtVO$ -- SF~ET s OF 2 t ~ ~~,~ LO'd SBS4-94L'SLCL uuanmgBuque~~j WdLC~L4002'S0isnBny'~(epwn4l I ~ Parcel #: 012-1018-60-200 04/04/2007 04:41 PM PAGE 1 OF 1 Alt. Parcel #: 06.30.17.92A-20 012 -TOWN OF ERIN PRAIRIE Current X ST. CROIX COUNTY, WISCONSIN Creation Date Historical Date Map # Sales Area Application # Permit # Permit Type 03/13/2006 00 6 Tax Address: Owner(s): O =Current Owner, C =Current Co-Owner O -STEELE, RETIRED RETIRED STEELE Districts: SC =School SP =Special Property Address(es): ' =Primary Type Dist # Description SC 3962 NEW RICHMOND SP 8020 UPPER WILLOW REHAB DIST SP 1700 WITC Legal Description: Acres: 19.210 Plat: 4860-CSM 19-4860 SEC 06 T30N R17W PT SW SE& PT SEC 6 T30N Block/Condo Bldg: LOT 0 2 R17W PT SE SE BEING CSM 19-4860 LOT 2 (19.210AC) CSM 21-5189 WAS CREATED Tract(s): (Sec-Twn-Rng 40 1/4 160 1/4) 07-30N-17W SW SE Notes: Parcel History: Date Doc # Vol/Page Type 10/15/2004 777123 19/4860 CSM 03/06/2002 672794 1848/231 OC 07/23/1997 825/218 07/23/1997 729/401 more... 20(17 Sl1MM~RY Bill #: Fair Market Value: Assessed with: 0 Valuations: Description Class Acres Totals for 2007: General Property 0.000 Woodland 0.000 Land Improve 0 0 0 Last Changed: 08/29/2006 Total State Reason 0 0 Lottery Credit: Claim Count: 0 Certification Date: Batch #: Specials: User Special Code Category Amount Special Assessments Special Charges Delinquent Charges Total 0.00 0.00 0.00 __ _~ ' Parcel #: 012-1018-60-250 04/04/2007 04:42 PM PAGE 1 OF 1 Alt. Parcel #: 06.30.17.92A-40 012 -TOWN OF ERIN PRAIRIE'. Current X ST. CROIX COUNTY, WISCONSIN Creation Date Historical Date Map # Sales Area Application # Permit # Permit Type 03/13/2006 00 0 Tax Address: ___ _ Owner(s): O =Current Owner, C =Current Co-Owner > O -HAFFNER, ROBIN JO & COLLEEN M ROBIN JO & COLLE M HAFFNER 404 S GREEN ST NEW RICHMOND WI 540 ........ .. r Districts: SC =School SP =Special P perty Address(es): = imary Type Dist # Description ~ 1570 CTY RD GG ~ SC 3962 NEW RICHMOND ~ ~°'" SP 8020 UPPER WILLOW REHAB DIST SP 1700 WITC ~ ,~ Legal Description: Acres: 15.734 Plat: 5189-CSM 21-5189 012-06 SEC 06 T30N R17W PT SW SE & SE SE SEC 07 Block/Condo Bldg: LOT 02 T3 T NE NE FIG4 CSM -4860 LOT 2 (19.210AC) CSM Tract(s): (Sec-Twn-Rng 40 1/4 160 1/4) 21-5189 LOT 2 (15.734 AC)~ --~._ 07-30N-17W SW SE Notes: Parcel History: Date Doc # Vol/Page Type 05/04/2006 824360 WD 04/07/2006 822349 21/5189 CSM 03/13/2006 820525 QC 10/15/2004 777123 19/4860 CSM more... 2007 SUMMARY Bill #: Fair Market Value: Assessed with: 0 Valuations: Description Class Acres Totals for 2007: General Property 0.000 Woodland 0.000 Last Changed: 08/29/2006 Land Improve Total State Reason 0 0 0 0 0 Lottery Credit: Claim Count: 0 Certification Date: Batch #: Specials: User Special Code Category Amount Special Assessments Special Charges Delinquent Charges Total 0.00 0.00 0.00 ~~