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HomeMy WebLinkAbout018-1086-38-000r I I (n~ G~~ z I ~ °_'. m N I a ~ ~ m N c U'~ N ~~ N O- O O O ~ Q 7 C N I a 3 ~ tG I ~ ~ cn Z D m co D ~' ~ ~ c o. ~ 3 -~ o N I o ~_~ ~' ~ 3 I ,., cn o' ` m I °m N n. Z 0 I u~i O I o ~ I ro c w cu I a ~ Z I ~ y M w ! O' II O Q Z O ~ a O O W N N O M O. r ~ ~ ~~5~ ~ 67 f~ N QFD < ~ ~ O I ov~v~o m ~~~~Z ~' c I ~~v~~ I a X' S m ~. mcva? I N ~ T ~ N ~p O N 3 O_ ~ ~ N . `G ? "O" 7 fD CJt N ~ '< ~_ ~ N _~ pl ~ fD O ~ ~ p O. ~ N C _~ D.7 ~ N N d '- I ~ I N O p ! c ~ ~ ~ ~ ~ 1 (~ 3 :~ :: w _~ co W ~ 7 7 (D 7 H ~ 1 ~ ~ o A a N '' a ~ a N a CT N ~ O O = o O O7 O 'n ~ 'o a ~~~~ v_v,o ~ `" cOi ' ' ~ A 3 .. C $ ~ > > ~ ~ n a W ~ a 3 °o 3 N Z N A ~ G C 7 a 3 d o ~ 3 ~ ~? v d'~' 1 ~ No 0 ~ w 3 fO O ' ago V c. it °' O o 0 O °o N (p O C 3 ~ ~ d w = w w 3 3 0 a O N ~ N A Z ~ ~ i0 L•. A Z O .. ~ O C ~ O Ca ~ z ~ ~ ~ A d wVw^1 I~ C O I ~ C ~• ~• ~~ y~.l N O i.,, b ~" A ~, Orq N A 0 ~+ O~ ~, a Edina Realty Team Johnson RES (715) 386-0254 Email: teamjohnson@edinarealty.com ~.~. 'r4~ .. ~~ r .. 1 Page 1 of 3 876 162nd St. HAMMOND TWP, WI 54015 MLS#: 2266201 Status: Active Hotline Code: 47842 Price: $339,000 MLS REMARKS: RELOCATION PROPERTY-BEAUT. 4550 SQFT OF LIVING SPACE. 56R-46A. OPEN, SPACIOUS AREAS, NEUT. DECOR. MF OWNERS STE & LAUNDRY. 2STORY GR. RM. TO UPPER LEVEL LOFT. 1FP-LL FAMILY RM-LIGHT, BRIGHT, 15 MIN E OF HUDSON. ANDERSON WINDOWS, BLK TOP DRIVE, DECK, lAC. LISTING INFORMATION FROM MLS DATA (Current As Of 6/2/200411:03 AM): Foundation Size: 1564 Sq. Ft. Number Bedrooms: 5 Number Baths (Full & Partial): 4 Year Built: 2002 Approx. Sq. Ft.: 4300 Exterior Type: Maintenance Free Garage Property Style: 2 Story http://nancij ohnson.edinarealty.com/Listing/PrintBrochure.aspx?Window=Map&BrandedD... 6/2/2004 Edina Realty Page 2 of 3 Property Type: Single Family Acreage: 1 SCHOOL INFORMATION FROM MLS DATA: School SAINT CROIX CENTRAL - District: 9003 ADDITIONAL INFORMATION FROM MLS DATA: Above Ground Square Feet: 2776 Sq. Ft. Below Ground Square Feet: 1524 Sq. Ft. Deed Restrictions Development Name: Hammond Oaks Finished Area: 4300 Sq. Ft. Sewer Type: Private Water Type: Well INTERIOR FEATURES: Appliances: Range, Microwave, Dishwasher, Refrigerator, Washer, Dryer, Water Softener -Owned, Electronic Air Filter, Air-To-Air Exchanger Hardwood Floors Heating Source: Natural Gas Cooling Type: Central Air Heating Delivery: Forced Air Tile Floor Basement Description: Full, Finished, Egress Windows Fireplace:l Fireplace Location: Family Room Additional Interior Features: Kitchen Window ROOM INFORMATION: Bedroom 2, Upper 18X14 Feet Bedroom 3, Upper 14X13 Feet Bedroom 4, Upper 16X11 Feet Loft, Upper 14X9 Feet Bedroom 1, Main 14X18 Feet Dining Room, Main 17X13 Feet Kitchen, Main 17X16 Feet Living Room, Main 18X14 Feet Porch, Main 10X6 Feet Bedroom 5, Lower 14X12 Feet Family Room, Lower 27X17 Feet Office, Lower 17X12 Feet Number of Full Baths: 3 Number of 1/2 Baths: 1 Bathroom Locations: Main Floor Full, Main Floor 1/2, Upper Level, Private Master, Full Master, Full Basement Family Room Description: Lower Level Dining Room Description: Informal Dining Room, Kitchen/Dining Room EXTERIOR FEATURES: Attached Parking Garage Spaces: 2 Deck Roof Type: Shingle LOT FEATURES: Acreage: 1 Lot Dimensions: 150X290 FINANCIAL CONSIDERATIONS: Lot with Trees http://nancij ohnson. edinarealty.comlListing/PrintBrochure.aspx?Window=Map&BrandedD... 6/2/2004 Edina Realty Covenants/Deed Restrictions Price: $339,000 Tax Year: 2003 Listing Courtesy of: EDINA REALTY INC. Page 3 of 3 Homestead Tax Amount: $4,874 Tax/Property ID:018-1086-38-000 ua* MapP~air!<t' ~ a~zoaa,a~~zco~ awza~ tl~kea,a~e(er~Di,uac. 87fi ifi2rtd St. ~' Information deemed reliable but is not guaranteed. ~ij rt~~ ~~ f~R1hdT ~~ 3-! ~.L4J5~E fwi xe~.s,~t http:/Inancijohnson.edinarealty.com/Listing/PrintBrochure.aspx?Window=Map&BrandedD... 6/2/2004 Wisconsin Department of Commerce PRIVATE SEWAGE SYSTEM tSafety and'Building Division INSPECTION REPORT GEE1fERAL 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 Township Simon Bonnie Hammond Townshi CST BM Elev: Insp. BM Elev: BM Description: ®~ rr1c.+ TANK INFORMATION TYPE MANUFACTURER CAPACITY Septic ~ c C c '~S~ Dosing `C / _ ~~ Aeration Holdin TANK SETBACK INFORMATION TANK TO P/L WELL BLDG. Vent to Air Intake ROAD Septic ~,~ Z ~ ~ r Dosing ~. ,~ ~ , ~ ~ ~ 1 ~~ i 1 Aeration Hol ~~ ELEVATION DATA County: St. CrDIX Sanitary Permit No: 399549 State Plan ID No: Parcel Tax No: 018-1086-38-000 STATION BS HI FS ELEV. Benchmark D. D , ~• a Alt. BM / (. `/Or Q (r a Bldg. Sewer _~~` St/ t Inlet qZp ~1 QZ Ht Outlet ~~ , Dt Inlet ~ ~.S Dt Bottom j ~ u r /, 13, (~ ~6, L.d Header/Man. ~ Z~ I ~ U V 7 Dist. Pipe S, a /d 3 _ 9~ Bot. System ' 0 /3~ Final Grade St Cover ~rM i~ /s 9, z 109. r I'UMI'/51t'F1VIV INtVKMAIIVN % (¢U f , Manufacturer / Demand e( ed GPM Model Number ~ 3 ~ ~/G/ [l j, TDH Li Friction Loss System Head TDH/ / d VFt ,~ ~. 3 3_zs~ 3.1 Forcemain Lengt ~ r Dia. Z / f Dist. to well SOIL ABSORPTION SYSTEM BEDITRENCH Width ~ Length ~ No. Of Trenches DIMENSIONS dv cr ~s SETBACK SYSTEM TO PiL BLDG E INFORMATION Type Of System: > / ( y~ r DISTRI6UTION SYSTEM [ of Header/Manifold Y i a Length J Dia Z Distribution ~ t ~~ Pipe(s) e/~ (~ Z tr ~ ~ Length Dia Spacing x Hole Size 3 !/ x Hole Spacing 3 G /~ Vent to Air Intake ~~ SOIL COVER x Proceura Svstams Only rY Mnund Or At-Grade Sv5tem5 OOIV Depth Over Depth Over xx Depth of xx Seeded/Sodded xx Mulched Bed/Trench Center Bed/Trench Edges Topsoil ^ Yes ^ No ^ Yes ®No COMMENTS: (Include code discrepencies, persons present, etc.) Clnspection~I#1: ~ i Off' / O ~ ~ ICG 1 i , a 1 Inspection #2:~[_/~7~~ / ~L, 29dT 658 rcel No: 20 P Location: 876162nd Street Hammond, WI 54015 (NW 1/4 NW 1/4 20 T29 = ~ 0~ ~~~~ ti 1 Alt BM D i t i i7 N R 7 N) (•~ ~ ~ 0a tOGI W~ C~-- . . a f ~ .) escr p on 2. Bld sewer len th = ~ -amount of cover = ~ ~ I 3.) Contour = ~ o Z . 3 t7 (S~ ~ 8.10 a~'" ~. = I l o , `}C ~ I~ ` l9 -J P f~,~0 / C'~.a,.-~ c,o~ '1d~1 '~ K c~ P ~r° C G,rve ~`'J Plan revision Required? ^ Yes No f Use other side for additional informa ion. ~ ~~ G Ut Date 3/ 7 c Inse r•s at ~ .Cert. No. ) SBD-6716 (R. 9 ~ -.J ~~~ ~ ~~ ~~~Z~o~ ZIt~~3 s Safety and Buildings Division COUnh' 201 W. Washington Ave., P.O. Box 7162 st C 2 ~ ® ~+o.~~~~~ Madison, WI 537ff7 - 7162 Site Address f~ Oe ~ tment of Commerce --~ -~--, ~ 7 L ~ / L 2 "~ s Z Sanitary Permit Number Sanitary Permit App ' a1~ ~:~ ~ ~ ~'~(~ In accord with Comm 83.21. Wis. Adm. Colt. pe •. Pt'°~ ^ Check if Revisan be used for Pri ,sty I. Application Information -Meese Print AII Inf o'tr~ QG~, . a~~'1 ~ ~ I.D. Number ~~ O property Owncr's Name c~ ~~ r'. ~ petal Number ? Q . L . j 4J O l `~ 1 ~'/ S' ~• N~1 a ~Z ~ G" 'C ~`''`F~` I.ocadon property Owner'sMnailing Address a'~,~ N p~rtY l ~ U 1'T j~ 1~ j'e't .S ~~ i' ,~ : e_ ~'~ - ~~ ~ / ~i (V /4/'ii: S ~ G T ~ ~ N, R ~ f E Zip Code ~- - n4 Nuntbtli i Lot Number t~ Block Number City, state , . ,,,,-- j Subdivision Name CSM Number II. Type of Bttild'itoig (check all that aPPb') ~ / ~ty L ,u, ®-! or 2 Famt7y 1)vvelliu8 -Number of Bedrooms R'te' - ^V~Se ~ public/Comtnercial -Describe Use P ~J ~ ~ tit ~ `~ Neatest Road ^ State Owned III, of P (Check only one box on line A (ntunberittg scheme for internal »se). Cmnplete line B if applicable) lRor Coumy use a• I ~ 2 ^ Replacement System 3 ^ Rcpt9~~,u of 6 ^ Adduiott ~ Tanis Onl Date Issued B. ^ Check if Sanitary Permit previauly Issued permit Number IV. Type of Permit: (Check all that a ply)(num scheme is for internal use) ~~~ 47 ^ Sand Filar 50 ^ Cotutntcted Wetland LooO 44 ^ Non Presauiitd In Ground 1 onnd 41 ^ Holding Tank 48 ~ Single Pass Sl ^ Drip Line 22 fl Pressutixed Tn-Groutd 30 ^ Otber ~ =s ~ S ~'~" /i~- 45 ^ At-Grade 46 ^ Aetnbic Troaunent Unit 49 ^ Recircula y, D• anent Area Information: vti t ~ t o2. Z~ Design Flow {gpd) Dispersal Area Disperse! Area' Soil Appl'teatton Percolation Rate System Elevation Final Grade ~~ ~~.~y~,~ , (~.~1 Elevation U L G v 1. U ~tk,,d;ti ~~~, 3 ~~~~ ~ ~~ ~ ~U peer Prefab Site Sux! Fiber Plastic VI. Tads Info C~rtY in - Gatlom T~an)csr Maflufac Concreoe Constructed Glass Gallons 11ew W 1 ~c~Gl ~'ao Tanks Tsa>a ~ How Tatdc - 1 ~ "tJ ( ~/ ~ 'c s ~c ~? ~' ~ (/ t~amber ~/ `~ sv VII. Responsibility Statement- I, the ass~mx respot~ibiiitY for n of the YOWTS ~1O`n' on the attached places. Plumber s Name (Pant) 's Stgrtature ,1VT~/lv~RS Number Busitaxs Phone Number Plumber's Address (Street. , State, ~) C(G 2 vIII. Coun /De ent Use Onl etu Signat~trc (No stamps) Sanitary Permit Fee (includes Groundwater Dace Issued nib 1-B `Approved ^ Disapproved Surcharge Fee) ~jZS tra> ~<~Z'ol ^ Owner Given Initial Adverse / t Od Determination , ]IX. t;.onditions of ApprovaUReasons for Disapproval Se ''t'F~ ~E "fi'''g '~ ~ !~- bt.~tNtt ,~ yb oG-w ~ ~ ~t:5 l ~- GtrriGl WWh~' l1G w Nt•~l . 1~'.~F.~'.~i1M~.•,~.a~3'lz~.«~F~ ~ c" IM~~'~ J d :~ ~br-~ ~~(A,~>4' ' f "__ ~Q'. __ _ _ _ .. .. .. _._..__ .~_ _......•.....,.....et toss El/2 x 11 tndta to sae ~-~ / ' '~ Wisconsin Department of Industry, SOIL AND SITE EVALUATION Labor and Human Relations ` ~ WIS. Division of Safety and Buildings in accorda/n~with s. ILHR 83,09, / . ` Counq Attach complete site plan on paper not less than S 1/2 x 11 inche~(q size Planumust include, but not limited to: vertical and horizontal reference poir~ , dtrect~.~nd percent slope, scale or dimensions, north arrow, and location a~d.d'r~tance to nearest road. parcel ' ~ ~ ~ ~. APPLlCAN71NFORMATION -Please print all in tMation~~`~r ~ R ' ~ Personal information you provide maybe used for secondary purposes (P ey Law, - I. Page / of Z I.D. # ..r~~ . aig • ia~1y• so • as Date/ .,/ 111 ~ Property owner . (.~ (~N (3 l Qp L~>~ ~ C b ~ .Property Location] ~f SiD~AJ ~~ 1 lh~ `~', ~ ;x.40' 1/4/VW 1/4,S Z~ 7 ~•[ '.N~R~ 17 V rJ Block# Subd. Name or CSM# Property Owner's Mailing Address S,r ~~S T ~ ~D '1 3~ 332- H ii uN~SoTA ,+,~.t,~•IO.vD oi't'~S ~~ Nearest Road k City State Zip Code Phone Number [' Village L"J i own ~ ~ (~ L7 5T• Pnu~-- 11'~~. I SSIo I (roSl )22Z •5555 ^ city E (or~ [~'1uVew Construction Use: ~iesidential / Number of bedrooms ~ Addition to existing building ^ Replacement ^ Public or commercial -Describe: Q ~ Recommended design loading rate bed, gpd/f12 ' ~ trench, gpd/ftz Code derived daily flow .~_ 9Pd Absorption area required ___~.~bed, ft2 ~ trench, ft2 Maximum design loading rate bed, gpd/f12 ~ trench, gpd/ft2 Recommended infiltration surface elevation(s) Su ~ ft (as referred to site plan benchmark) Additional design/s/ite considerations N/~,,, ft Parent material % D Ets DG~ Q~N's~ T~~~f Flood plain elevation, if applicable 1 .I J. ~.. T. S = U = SOIL DESCRIPTION REPORT Boring # Ground elev. ~~~,~ft. Depth to limiting factor ~~w in. Boring # Ground elev. ' ~~ • ~ft. Remarks: Depth to limiting f ctor ~in. Remarks: ( ) pin ~R~.. 9~`t~Q~G~'1"' Signature Telephone No. CST Name Please Print 1~ 1~ In t7F ~~ 7~S' 3~~1 • ~J Date CST Number Address Ulbricht ~ Associates ~ GT • Z Q ~Qy ~1 ~ Z•~ 3 7 S Conventional Moup~ In-Ground Press a AT-Grade System rn rrrr ~~~~~~~a Suitable for system ~~ y~s ~ U ~ S ~ ~ S U ~ g U ^ S U Unsuitable for system ^ S LJ ~ r - . '~ L Aa~ SOIL DESCRIPTION REPORT ~uH $~ ~'~ page ~ of PROPERTY OW # EL I D NER ~~ ~ `o T 3 ~ if AHMo~~ ~ S ~ ~ ~1 [/ . . PARC 2 Mottles Boring # Horizon Depth Dominant Color Color Cont Sz Qu Texture Structure Gr. Sz. Sh. Consistence Boundary Roots Bed .Trench . . . in, Munsell ~~ .~ _ ~ ~ ~ L. 2~w+ ` _ ~ ~ ~S s ~' Ground / . j ~ ~ . 3 ~oiU C~ ~ . • ' ' o ioY~ ~<z-- . h io De p t , limiting factor •, r'f in. Boring # Ground elev. tt. Depth to limiting factor in. -~- Remarks: GPD/ft2 Mottles Horizon Depth Dominant Color Structure Texture Sh Sz Gr Consistence Boundary Roots Bed ,Trench . Qu Sz. Cont: Color „_ in. Munsell . . , Boring # ,.: Ground ~ _ , ' elev. , ft. -- gepth to limiting factor in. - Boring # i Ground i elev. tt. Depth to limiting factor _in, o.....~r4c• _ .. 0 ~~ N ' N ~~~ O ' I I 0~ --- - ---- --- ---- N - ~--- - v~ Y W • A N ~~J J i O '~ O ~, C ~ ~ Z ~ b ~ ~, `I rn o c w s n ~i o~ n 0 N °O O W ~G - •ri s isconsin Department of Commerce July 09, 2001 CUST ID No.691727 ARTHUR L WEGERER 421 N MAIN ST PO BOX 74 RIVER FALLS WI 54022 '~^,~ ) 1 ,f .f~;~ _ ~'~~ ,,• .-.. • y "~, r ~~!( _. n ,~.-t - )N'~ Safety and Buildings 4003 N KINNEY COULEE RD LA CROSSE WI 54601-1831 TDD #: (608) 264-8777 www. com merce. state.wi. us/sb www.wisconsin.gov Scott McCallum, Governor Brenda J. Blanchard, Secretary G VFF~G `~~;, ATTN:; POWTS Inspector .; ' --_r_. ~._:.-==ZONING OFFICE ST CROIX COUNTY SPIA 1101 CARMICHAEL RD HUDSON WI 54016 CONDITIONAL APPROVAL PLAN APPROVAL EXPIRES: 07/09/2003 Identification Numbers Transaction ID No. 656505 SITE• Site ID No. 632055 BONNIE M 5IMON Please refer to both identification numbers, 162ND ST above, in all cones ondence with the a enc . TOWN OF HAMMOND ST CROIX COUNTY NW 1(4, NW 114, S20, T29N, R17W FOR: DESCRIPTION: FOUR BEDROOM MOUND SYSTEM OBJECT TYPE: POWT SYSTEM REGULATED OBJECT ID NO.: 799444 The submittal described above has been reviewed for conformance with applicable Wisconsin Administrative Codes and Wisconsin Statutes. The submittal has been CONDITIONALLY APPROVED. 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 Private Onsite Wastewater Systerns VERSION 2.0" SBD-10691-P (N.O1/O1) and the "Pressure Distribution Component Manual for Private Onsite Wastewater Treatment Systems VERSION 2.0" SBD-10706-P (N.O1/O1). 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 the mound manual, and section VI of the pressure distribution component manual are complied with. A copy of this letter including instructions and information relating to proper use and maintenance of the system must be given to the owner and each subsequent owner upon completion of the project. • The well must be a minimum of 25 feet from any POWTS tank, and a minimum of 50 feet from the absorption area. • Access to the filter for cleaning must be provided per Comm 84.25 (7) and (8),~Vis. Adm. Code product approval conditions. • The changes rnade to this plan on 7!09/01 by this reviewer were acknowledge and approved by the system designer. - ~ ARTHUR L WEGERER Page 2 7/9/01 • Comm 83.52 Responsibilities. The owner of a POWTS shall be responsible for ensuring that the operation and maintenance of the POWTS occurs in accordance with this chapter and the approved management plan under s. Comm 83.54(1). In addition, the owner is responsible for submitting a maintenance verification report acceptable to the county for maintenance tracking purposes. Reports shall be submitted at intervals appropriate for the component(s) utilized in the POWTS. • Comm 83.52(2) A POWTS that is not maintained in accordance with the approved management plan or as required under s. Comm 83.54(4) shall be considered a human health hazard. • Comm 83.52(3) The activities relating to evaluation and monitoring mechanical POWTS components after the initial installation of the POWTS in accordance with an approved management plan shall be conducted by a person who holds a registration issued by the department as a registered POWTS maintainer. • A Sanitary Permit must be obtained from the county where this project is located in accordance with the requirements of Sec. 145.135 and 145.19, Wis. Stats. • Inspection of the private sewage system installation is required. An angements for inspection shall be made with the designated county official in accordance with the provisions of Sec. 145.20(2)(d), Wis. Stats. 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 arise making them necessary for code compliance. As per state stats 101.12(2), nothing in this review shall relieve the designer of the responsibility for designing a safe building, structure, or component. Inquiries concerning this correspondence may be made to me at the telephone number listed below, or at the address on this letterhead. Sincerely, Charles L Bratz POWTS Plan reviewer II- Integrated Services (608) 789-7893, Mon.-Fri. 7:45 AM to 4:30 PM cbratz@commerce. state.wi.us FEE REQUIRED $ 175.00 FEE RECEIVED $ 175.00 BALANCE DUE $ 0.00 WiSMART code: 7633 cc: BONNIE M SIMON •• TITLE SHEET Page 1 of ~ FOUND SYSTEi~i FOR A ~ BEDROOM RESIDENCE This plan has been prepared in accordance Faith the Mound Component Manual SBD-10691-P and the Pressure Distribution Manual SBD-10706-P (N.O1/O1) (N.O1/O1) LOCATED I~1 THE I~JLJ 1 /4 OF THE NbtJ 1 /4 OF SECTION ZO , T Z~ N, R l7 I,I, TOWi1 OF ~~1~0 ~~ ST,_ C~ ~X COUNTY, WISCOPISIN. INDEX PAGE 1 of 7 TITLE SHEET PAGE 2 Of 7 SYSTEPf i~IA~dAGEi•1ENT PLAid PAGE 3 of 7 PLOT PLAN PAGE 4 of 7 PLAN VIEil-CROSS SECTIOId PAGE 5 of 7 DISTRIBUTION PIPE LAYOUT PAGE 6 of 7 PUIiPING CHAMBER CROSS SECTION PAGE 7 of 7 PUMP PERFORI4ANCE CURVE PREPARED FOR R~4 . / ` ~~~~ °~ZO ~~s s ~ , ~~ ~04r - ~h~0-v~,t.J t s X015 ~~~G' soil PREPARED BY WEGEt~ER SC3 = !_ . TEST S l~iG AND . • . DES = G~V SEF?V = CE P.O.. Box- 74 421 N.Alain St. River Falls, I1I 54022 N~k~ Phone 715-425-0165 ~l~, Fax 715-425-6864 ~1e~~~NS/ ~l N~..wy~ -''. 'r ;f ti~~ j ARTM/q ~ wEGEREq = M75 P EiISwORTN, wrs. Cooir~r~r- ~~~~; ..,.. ~~~~ 4~~~ ~S I G N ~~. p Of Oo1~rEgC~ MVI~sN~ 6-t8-ol ~ - JOB NO . O ~ _ 138 .~ , Mound System Management Plan Page Z of ~ Pursuant to Comm 83.54, Wis. Adm. Code Septic Tank - The septic tank shall be maintained by an individual certified to service septic tanks under s. 281.48, Stats. The contents of the septic tank shall be disposed of in accordance with NR 113, Wis. Adm. Code. The operating condition of the septic tank and outlet filter shaft be assessed at least once every 3 years by inspection. The outlet filter shall be cleaned as necessary to ensure proper operation. The filter cartridge should not be removed unless provisions are made to retain.solids in the tank that may slough off the filter when removed from its enclosure. If the filter is equipped with an alarm, the filter shall be serviced if the alarm is activated continuously. Intermittent filter alarms may indicate surge flows or an impending continuous alarm. The septic tank shall have its contents removed when the volume of sludge and scum in the tank exceeds 1/3 the liquid volume of the tank, If the contents of the tank are not removed at the time of a triennial assessment, maintenance personnel shall advise the owner of when the next service needs to be performed to maintain less than maximum scum and sludge accumulation in the tank. The addition of biological or chemical additives to enhance septic tank performance is generally not required. However, if such products are used they shall be approved for septic tank use by the Department of Commerce, Safety and Buildings Division. Pump Tank - The pump (dosing) tank shall be inspected at least once every 3 years. All switches, alarms, and pumps shall be tested to verify proper operation. if an effluent filter is installed within the tank it shall be inspected and serviced as necessary. Mound and Pressure Distribution S tem t' No trees or shrubs should be planted on the mound. Plantings may be made around the mound's perimeter, and the mound shall be seeded and mulched as necessary to prevent erosion and to provide some protection from frost penetration. Traffic (other than for vegetative maintenance) on the mound is not recommended since soil compaction may hinder aeration of the infiltrative surface within the mound and snow compaction in the winter will promote frost penetration. Cold weather installations (October-February) dictate that the mound be heavily mulched for frost protection. Influent quality into the mound system may not exceed 220 mg/L BOD5, 150 mg/L TSS, and 30 mg/L FOG. Influent flow may not exceed maximum design flow specified in the permit for this installation. The pressure distribution system is provided with a flushing point at the end of each lateral, and it is recommended that each lateral be flushed of accumulated solids at least once every 18 months. When a pressure test is performed it should be compared to the initial test when the system was installed to determinerf orifice clogging has occurred and if orifice cleaning is required to maintain equal distribution within the dispersal cell. Observation pipes within the dispersal cell shall be checked for effluent ponding. Ponding levels shall be reported to the owner, and any levels above 4 inches considered as an impending hydraulic failure requiring additional, more frequent monitoring. General - This system shall be operated in accordance with Comm 82-84 Wis. Adm. Code, and shall maintained in accordance with its' component manual {6:~.F~}g~j acid local or state rules pertaining to system maintenance and maintenance reporting, St3D- lOb9l-P ('/JOI to I No one should ever enter a septic or pump tank since dangerous gases may be present that could cause death. Septic and pump tank abandonment shall be in accordance with Comm 83.33, Wis. Adm. Code when the tanks are no longer used as POWTS components. Septic or pump tank manhole risers, access risers and covers should be inspected for water tightness and soundness. Access openings used for service and assessment shall be sealed watertight upon the completion of service. Any opening deemed unsound, defective, or subject to failure must be replaced. Exposed access openings greater than 8-inches in diameter shall be secured by an effective locking device to prevent accidental or unauthorized entry into a tank or component. Continaencv Ptan If the septic tank or any of its components become defective the tank or component shall be repaired or replaced to keep the system in proper operating condition. If the dosing tank, pump,. pump controls, alarm or related wiring becomes defective the defective component shall be immediately repaired or replaced with a component of the same or equal performance. If the mound component fails to accept wastewater or begins to discharge wastewater to the ground surface, it will be repaired or replaced in its' present location by increasing basal area if toe leakage occurs or by removing biologically clogged adsorption and dispersal media, and related piping, and replaang said components as deemed necessary to bring the system into proper operating condition. Questions about the operation or maintenance of this sgstem should be directed to: The Countp Zoning Office at '~ ~S - 38'b- 4 6 $p 5r_ ~~U( The sgstem installer at - The tank manufacturer at __ 500- ~ZS- g~LS6 VI.JL~~S ~- The effluent filter manufacturer at COQ- Z,~,(~ $")C(Z Z,~~ _.__ The pump manufacturer at ~3 0 ~ $Z~. ~~lE~ ~"-~jpVlrpS - PLOT PLAN Scale 1 "_ `l.p' Sr1 C#-L - ~/ o ~~ / ~/ c _, / ~ ~ ~ A 4 ~ ~/ / 3' 3 ~ l i/ ~/ LAS' S. ~, ~ S . 3r'1~-I Zg0.0~' Page 3of 1 ~a~'J~U2 ~.. l0 Z_ ~ ' ~ o~p ~ or- ~.~ . fit. ~0 3.03' S.1 /~ ~~ ~~ // ro' o~ / 80/ ~'tPUC ~S' n ~ \~V °L 5 ' M.l N . ~-.{ Z`` cOU~'1Z LD 0 F ~ z'~~ve Fem. 6A~iZ , y 8~ cz.M N~r'-E ~ ~ 0 N ~ Z°!0. 00' -- ___ -- - ------ - -------- ------- T SD_ 1-~1~-t11~1 1"lOU~ 1~` y _~ N ~ ~ EKE ar NOTES: ~~ 1. Elevations shown are existing ground elevations unless otherwise noted. 2. Install 4" observation pipes with approved caps. ( Z required). 3. Septic tank to be ~2§0 gallon capacity manufactured by lvL~-s~ C.~-eCLc•'i~~ w/~} teoo ZP~~, ~i~ 1~r'y~~-c~ B~ ~sObgt ~l~NR. 4 . $ench mark S g ~- ~3 uV E ~. Divert surface water around system to prevent ponding at the uphill side. Page '~tOf ~] Approved Synthetic Covering ASTM C33 Medium. Sand Topsoil a % Slope Distribution Cell of i" to 22" Aggregate JI Distribution Fipe - F Q _Force Main From Pump CROSS SECTION OF A MOUND SYSTE;i G ,`Elev. ~D~ 1,03 Flowed Layer o p.~.SFt. E 1.• Z3 Ft. F o-~ Ft. & ~,5 Ft. • A ~ Ft. H 1. d Ft. Linear Loading ~ Rate= 6 - O GPD/LN FT B L ~0 Ft. Design Loading Rate=p,3.GPD/SQ FT j ~y Ft. , J ~ Ft. K 9 Ft. ~ Position ~ l~~ Ft. of Force Main W ZS Ft. .. L ~ ~ l I . ~ ~~ -Observation Pipe c3-r------------------- ------------- ------ ~ ~ Box A ~ J~6 $ O Distribution `--Cell of %" to 2' „ x ~ Pipe ~ aggregate Observation Pipe (aachbr secrorelyl PLAN DIET~T OF A MOUND SYSTE24 Distribution Pipe Layout Page S of _] Place the holes at the bottom of the distribution pipes at equal spacing. Renove all burrs from the pipe and holes. Extend the end of each lateral up with the use of long tutu or 4~ ° fitting to a point within six •~ iaches of the final grade. Terminate the ends of the IatezaIs with a vaIve,:threaded cap or threaded plug. Provide access from final grade for the valve; threaded cap or threaded plug. " '_=,CC~SS 80ti_ PVC F\1= PVC Latest ~ ~ Manifiotd ~ Lateral x x x v1 xll x x x x Lateral Length - Lateral Length - P P ~ . o- - hT`~\Fs:V S C- t}C.~s soX - -o r>-__- 1 ' II __-0 w ~~ ht ~ "'~' l 02 1 I P ~19..SFt ~ Hole Diameter 31tbItich~~ ~---~ . S 3 Ft. ~ ~ Lateral " ~ 11tZ Inches) ~X 3~ Inches Manifold " ~ Inches -- ~ Force Main " ~ Inches - : L: . # of holes/pipe ~'1 ~ . Invert ETevation of.LateraIslp3.S3Ft. • "• . ' • '1'C.L VEIJT PIPC ~ lO' FROM DOOR, wltJpOW OR FRCSH AIR IIJTAKE 19'MIAI. .: . UI.iLET APPROVED JOIAIT q •7 ~ 1 CLEK ~~"' FT. APPROVED LOCKING MANHOLE COVER WITH WARNING LABEL y~ M11J. r 18'!"U1J. ~~~ t• Q PUMP CHAMBER CRO55 SECTIOIJ AAIO SPECIFICATIONS ~ PAGE C-; OF 7 ~-VEAIT CAP • WEATHER PROOF .IUUtTIau eox ~ \ 12'MIL1. GRADE I ~. 103s~ - I CO-JDUIT ~-- \~ ,PROVIDE I AIRTI6H7 SEAL I I I I I I I A I Iii tV OT'E = I I I I • I I ALARM e ~:- ~i~. P n ~' 't~o ~~, X10 ~ w~lZ - " I 1 I _~~tvKw Ltr~V. q.6.-1S ,_ _ _ __ I I • ~ i I oN c • i~ I • I PUMP--~ -'~ .~ OFF 0 ~~ , q ~~ ~ 11 COIJCRETE DLOCK APPROYED .lO11JTS RISER EXIT PERMI'IfED OIJLy IF TAWK MAIJUFAGTURi~R HAS SUCH APPROVAL~3~~ApPRoVt:D 8a<p01 N4 SPECIFICATIOt~IS DosE . `W t~~ eO+JC 'r_A~~ MAIJUFACTURCR. S.O I~WMBER OF DOSES: PER DAB TAAJK 512>` ; ~ S ~ GALLOAIS DOSC VOLUME z ALARl+~ __MA>AJUFALTUREft. _ II-ICLlJ011JG bACKFLCW: GALLONS MODEL AtUMBCR: LO l ~W CAPAC171ES: A- z0 ~C}{Eg OR~ W-LI-OUS - ~ 3WITCi{ T~Pt: - ~' ~ZC~.lQ'~ ~~ ~, , 8 ~~IWCHI'si OR~.~ IiQLL0U5 Pt.lMP MAUUFACTURCR' G ~ V ~"DS C s_ 6 I~IGHES OR L~l' ~ GALLOIJS C'~C~ Y~ MODEL 1JUMSER: ~ y ? ~ ~ 0 s~Y ~ INCHES OR ~S GALLDAIS t ,, SWITCH TYPE: ~~~~Z--7 IJOTE: PUMP A1J0 JILARM ARt TO D~6~ / MlWIMUM OISCH/4R6E RATE ~ -8~ GpM IN57ALLE0 Ou SEPARATC CIRCUITS VERTICAL DIFFERCIJCE OETWCCU PUMP OFF AUO.OIS7RIBU ' ~~ . ~l 3 TI0IJ PIPE.. ~ FEET + KlAlll'lUM AlETWORK SUPPLY PRESSURE .. ~ . ~ .. , . , ~ - ~ ~FEET ~2.S~L. ~~ • ,, ~ ( + ~ ~ FEET OF FORCE MAI1J X ^ 0 F~ FRtCTtou FACTOR ~1 FE c tx . ET TOTAL.O~IJAMIC HERO = `i* •FEET • • As per:iZanufacturer ZD.?$ -gal/in. Liquid depth 3= • ~- N ~ ~ HEAD C MO APACITY DELS 137/ CURVE 139 MODELS 1371139 Ft. Meters Gai. Ltrs. B 5 1.52 93 352 2s 10 15 3.05 4.57 79 64 299 242 6 20 20 25 6.10 7.62 36 8 136 30 ~ s Lock Valve: 26 ft 4 . 2 0 S. G rERs ~~ q~ ~~ ou ~u au so loo >>o 80 160 2a0 320 a00 FLOW PER MINUTE oose2i SK373 CONSULT FACTORY FOR SPECIAL APPLICATIONS • Three phase pumps are available in 200/208V, 230V or 460V. • Electrical altemators, for duplex systems, are available and supplied with an alarm. • Mechanical altemators, forduplex systems, are available with or without alarm switches. • Simplex Panels are available for 3 phase pumps. • Control alarm systems are available for 1 phase pumps. 137 Series - 47 Ihs 1'1Q Sariac _ 51 the Sin to Seal Control Selection Listi Model Volts-Ph Mode Amps Simplex Duplex CSA UL M737i139 115 1 Auto 10.7 1 or 18 8 - Y Y N137/139 115 1 Non 10.7 2 or 2 8 7 3 or 5 8 6 Y Y ' BN137 115 1 Auto 10.7 Y Y D1371139 230 1 Auto 5.8 1 or 1$ 8 Y Y E137/139 230 1 Non 5.8 2 or 2 8 7 3 or 5 8 6 Y Y ' N137/139 200-208 1 Auto 6.2 188 Y N ' 11371139 200-208 1 Non 6.2 2 8 7 3 or 5 8 6 Y N ' J1371139 200.208 3 Non 2.6 4 384 or 586 Y Y ' F137/139 230 3 Non 2.6 4 384 or 5&6 Y Y ' G137 460 3 Non 1.4 4 384 or 586 N N ' G139 460 3 Non 1.4 4 384 or 586 N N ' No molded plug "Single piggyback switch included. Pumps must be operated in upright position. Three phase units require a control switch to operate an external magnetic contactor. cm:ation on additional Zoeller products refer to catalog on Pigyyback Variable "Level Float ~FM0477; Electrical Altemator, FM0486; Mechankal Altemator, FM0495; Alarm Package, -~ ~,~Id SurrplSewage Basins, FM0487. • Variable level control switches are available for controlling single and three phase systems. • Double piggyback variable level float switches are available for variable level long cycle controls. • Over 130°F. (54°C.) special quotation required. • Refer to FM0806 for 200° F. applications. ~4 ,3/,6 r >>,,6~ L-6 i/8 0 ° o ° a i3/is > >/z" - II I/z NPT SELECTION GUIDE 1. Integral float operated 2-pole mechanical switch, no external control required. 2. Single piggyback variable level float switch or double piggyback variable level float switch. Refer to FM0477. 3. Mechanical alternator M-Pak 10-0072 or 10-0075. Refer to FM0495 4. Simplex three phase control panel. Refer to FM1228. 5. See FM0712 for correct model of Electrical Altemator E-Pak. 6. Variable level control switch 10-0225 used as a control activator, specify duplex (3) or (4) float system. 7. Four (4) hole J-Pak, junction box, for watertight connection for hardwired simplex operation, 10-0002. 8. Two (2) hole J-Pak, for Watertight hardwired Pconnection tx splice,10-0003. CAtJf10N All installaatiat of controls, proterdion devices and teririrg should be done by a qual'fied licensed electrician. All electrical and. safety codes should he followed including the most recent National Electric Code (NEC) and the Oceupattonal Safety and Health Ad IOSHA). RESERVE POWERED DESIGN For unustaal conditions a reserve safety factor is engineered into the design of every Zoeller pump. MAIL T0: P.O. BOX 16347 L. Louisville, KY 40256-0347 ManulaGurersof. . ~ SHIP T0: 3649 Cane Run Road p 1 ® LOUISVIIIe, KY 40211-1961 Qjq~/TY PUMPB SNCE ~~~~7 Y http://wwwzoeller.com PL/MP !O. (~2~~ ~~502)7T~3624 PUMP ~-~ ~5 E. -1 o r_~ UOUIQS Subr~e~sable effluent Pump 3871 EP05 APPLICATIONS • Fasteners: 300 series • Fully submerged in high ^ Motor Housing: Cast iron Specifically designed for the stainless steel. grade turbine oil for for efficient heat transfer, following uses: • Capable of running lubrication and efficient strength, and durability. • Effluent systems dry without damage to heat transfer. ^ Motor Cover: Thermopfas- •Homes ~ components. Available for automatic and tic cover with integral handle • Farms • Heavy duty sum Motor: • EP04 Sin le hase: 0.4 HP, manual operation. Automatic i M and float switch attachment Points. p • Water transfer 115 or 230 V 60 Hz, 1550 ~ echan models include cal Float Switch assembled and ^ Power Cable: Severe duty • Dewaterin 9 RPM, built in overload with preset at the factory. rated oil and water resistant. automatic reset. •EP05 Single phase: 0 5 HP ^ Bearings: Upper and lower SPECIFICATIONS . , 115 V, 60 Hz 1550 RPM FEATURES heavy duty ball bearing Pump: EP04 , , built in overload with ^ EP04 Impeller: Thermo- construction. •Solids handling capability: --- 3/a' maximum: r~ automatic reset. • Power cord: l0 foot plastic Semi-open design with pump out vanes for AGENCY LISTING • Capacities: up to 55 GPM. - standard length,16/3 SJTO mechanical seal rotection. P SA• Canadian StandardsAssociatlon ~ p . otal heads: u to 24 feet. with three ron p g grounding ^ EP05 Im eller. Thermo- p s ~~ Discharge size: i'/2" NPT. - plug. Optional 20 foot plastic enclosed design for (CSA listed model number " ' " " • Mechanical seal: carbon- length,l6/3 SJTW with improved performance. end in F or AC .) rotarylceramic-stationary, three prong grounding plug BUNA-N elastomers. (standard on EP05). ^ Casing and Base: Rugged • Temperature: thermoplastic design provides 104°F (40°C) continuous superior strength and -140°F (60°C) intermittent. corrosion resistance. • Fasteners: 300 series METE>3s FEET stainless steel,: 10 • Capable of running dry without damage to s a components. , Pump: EP05 e • Solids handling capability: ' c 2 3/a maximum. ~ W . ~ • Capacities: up to 60 GPM. ~ s • Totai heads: up to 31 feet. g 2 • Discharge size:l'/~°,NPT. z 5 • Mechanical seal: carbon- 'e 1 rotary/ceramic-stationary, ~ a BUNA-N elastomers. o • Temperature:' -- s >1 x ~ 104°F (40°C) continuous 140°F (60°C) intermittent. 2 - ~ 1 ~ ) /.'-, ~, .. ~_ . • 0 2 4 6 8 10 12 m~/h CAPACITY 1995 Goulds Pumps. Inc. Effective May, 1995 ant by: EDINA REALTY HUDSON WISCONSIN 715 388 1502; ~/,'~•Y 14; JetFax (#975; Page 2/4 .. - ,, ~~ pl-r,~t~a ~- _. .. ,., f _. wleconsin oaparanartl of tndulry. SOIL AND SITE E1IALUA77QM) c:AOlx. DtNatonMO s ~ eno tdln6s In accordance with o- 1t111~ 83.09, Wi~'N FiCE Z(~p1MlG OF AUnd- complete d1s plan on patper nal Lss Nrsn a 12 s 11 4tdtaa (n ck0. Plan musl ~ Ca~N ? ~.G IncWde, but nol UmilW to: verUW artahodxontd relWatrx point (8M),Qrecliun end petcalt slnp., scab a Oim.ntdorts. r:oetll .noa..n4 ~bn and 6lslar•x to twateal toa6. Pateel. L . y_ 0- S ~'~ pttJ l O I !~ - R i d b on. APPLlCANT INFORMATION - Please prlnl a/ lnloimal ev ewe lr ., :. yep . ~ of ? ~Po,~'1t _"'~~'~{ P.:aavt ItJup•etlon you provide aeay E• W ad to saApta~:ry pmpoaa (RlvacY 6a W. a. 16Da jtl (m)1• Praperywster 1~4vH(i1lD L•11Ar1D CO tip f~v 1 ~ 3'v ~~ t3h r t to ~ _ Pnopsrtyl.orstfan .. ~. ~ NW v. A/~tl,K.s se T ~~ '.N:R~ I ~ E (~ Property Owttefs M.Illnq Addrsaa : 3~2 h i u..~5 oT/y sT. E~15 T l yo ~ LcA M 38 (31eCkA 8uhd Name or csMa . . ~F~,,tio,vD~ din`s aty Sal. 71o t;ado Pnona thmtb.r sr. u~ Ntu. ~Sia 1 jbS! )1~,z, •55ss ae.raet tioaa Au l~ Glr ~ Tun .,,~ I Lo C-'f'(Iar Cons6uctlor Use: )~derrUtJ /Number of bodmorrr5 ~ AdditWn b exteWtq buIIdUK~ - _ [] Rapi.aamMrt ^Putik: a wmmerelal - Oestxbo: C ilemrnen.nded deek~ taedn9 mu ued. oUdlleZ,.: J..--trrrA, opol(ex (sea aatwea gdly Iaw ~~O 9Pd ( • > ~ ~ MuvpUan eroa raVrdtod ~.~pad, qx~, ;._uendi. n p • ppant4 S uansh, OpdN~ 1nax6sum aeslpn badtuU re-e Ra~rtrrrandsd InAl4atbn sur(eoa alevelton(s).S,RL `~. 3 n ltu l.lerred b sit. plan netxivnark) Admaortal daslUnRNe omsldaalkats ~,,, Paenl t.r.tadal /e EsS a ~F~ O~NS~ Ti %/s ,. Flood plakt el6vapon, U .ppno.aa ~/~- _n S ~ swtaeta for syatata 0on"on.lt~ons/l/ iJo h•rCa~mt und,P~res~s ~a AT-Goads ^ s System In ©s u NddrW Tank ^ s u U ~ UnsW1e01a ror eyrletn ^ 5 ~ U S^ u 1~ S L7 ~ Baring tt t5re,e,A elev. iol•s~--e. OepUt b o lades ,r~_ ,n. TEoring t1 orourrd elev. 10~-~ n- popth p Umlarrp SOIL DESCRIPTION REPORT F~rl:on DapOt Itr. OaNnant Color Nun.elt Mottle. Cy. SL COnI Cola T^,q„re Stn,auro 13r. Sz. Sh. C~~~ ~~ ~~ aPWMz Bod . Trendl / 0.8 ~e9Se 3[ 3 -- /~FsdX Ott J~. as r ~f- a't ~- S L /O Y~Q yl Elf ,Uv wi /ii' GLr~t- o..ar ~. CS- of .t R. .? soya f/><S o. s s c s -- . s~. G •4 ~oy/1 sr~ f~f ~o+: lr S o :~ ~ a Remarks: ~ c z rots ~~~.. .~ ~ .s ~ N . ETatnarkr. ~T Herne (Plwe PrIM) ReB~RT ZfLBR~ C.kT Sigtalwe ~ / ~ 7ek+pholto No. p~~ ~.lap•..~~ Z•11.C,~/' 7/s• 38G • ~- 8 S '~'°_' _ wbeehr t o:.odu.~ •~ Q ` Q Q~ 11 G 3 7 S Ptlrelo 8 .~~t f`e • h ~ G~ ~ ` 666 O'NoU Rd. Hudson, Wls. 640'!6 ;~.. r~: :.,.~,= :;~ gry };}-L ~~ / S; Q~ d .y,~ / 1/ / ~~ / ~~ O ` o ~ / ~ ~/. PLOT PLAN Scale 1 "_ yp ~-g0.0o' c°'~ZUU2 ~TL. L O Z. ~ 2S ' ~' °~ wl OF ~Ll. ,~ tTL. ~p3.03~ //// s A/ . / /~ l 0 i i~ ~ Z'~~vc Fwi. ~ ~' 3 ~ % ~ i~ ~/ L~S~ '~ $- o ~ 2s. GA-R . ~O` OP ~l'~PUC s y 8 t~ ~t.r~1 ~~~ Z°~o. oo' ~= ~-~ ioo ._o-oN _1 tz4_=La~~-~~ovzK1 ~-~~rc-=~-~ . __ _ --- -B~~=Ln _.___ .- -- - _ q ---- _ ---- -3--63- _ __ - _ _ __ --- ----- ~ - _ _ w ALL "1D.=~E. ~ ~`f13T _ S~' _!_~~-v ~1 ~"10V ~ . ~ _ _ _ _ __-~ --- ---- Page 3of 1 -- 0 N ~ .~ ~1 ~ ~ ~ Ep a- -- - - - - ~Y NOTES : _ __ 1. Elevations shown are existing ground elevations unless of 2. Install 4" observation herwise noted. 3. Septic tank to be ~2 pipes with approved caps. ( 2 required). §0 gallon capacity manufactured by Lv~ Cl~.~e - w ,~_~80o Z~Ft. ~i~ 4. $ench mark 5 - 712.. 1 "?~'L~, $~ ~Sp6~}t bvt~~2, s ~uyE ~5. Divert surface water around system to prevent ondin a P g t the uphill side. ~ps~ OF alt PVC sT C~.orx SE~''1 iC 'TANK NIAIt'd'I`Ei~IAI+ICE AGR.PEMEN'T> AND E7uTl*t~RSFiII' CERTI~iCATIUN FORM C~w-nerfBuyer ~ ~~ ~ ~, Mazlit~~, Address (~ - ~ ~ 4 ~ h ~ m S Se ~i~€opezty Address ~S ~ I to a K ~ ~ ~' ~`eri~cxitiau required frost Planning Depaztrnent far thew coastructioni -.-_. ~"zlylStt±ite ~--t ~-~ ~ o:~ c~ ~ ~ Parcel Identificat~oz~ Number ~~ ~ S/- /C ~G - ~~]EGAi..I?ESCJEtIP1'I~~t n f f / 2'rta e Lctcatian N 4J `r, N ~ %,, Sen. ~ ~ , T~N-R ~ ~ Wx 'TQwii e~f G`l f¢ hc-t ~.Gh d . ~ ~ l-l~ ~,,~ U ~ f(S' I,,at # 3 ~ubdivisiQt~ Cer~ifietB Survey hYnp ;~ ~'fliume ,Page ## ~atrraaty TiDeee~ ~~~ ~° 5_~ .~ ~ 3 , ~Icattune ~ (pb U ~ Page #~ 5 ~ L~,1_--.- ~~~ house ~ yes Q :~o I.,ot lines identifiable Q yes D nc~ ~XS'I'EM iV~A1NfiEI~IAI~iC~ }zztpretper zzse audmainteuanceofyoor septic systcnt could result in its pte-nattzre raiizzre to handle wastes. Proper tnaintea~xzee comsists of pumping out size saptSc fans: every three years ar sooner, if needadby a liceuscd pr~lser. tit'E~3t you put into the s}stvaza c affe4t the fatnetion of the septic tstzl: as a treatrucat stage in the vrasYC disposal sy'sterr. aYrn~r agrees to submit #a St, CroaE Zoning Department a cn~catian form, sighed by the owmer and by a The property er verifying ttzat : = } the os-site wasfewaterdisposal system sxtxstorpttanzber, jaurneyxnan Plumber. restrictedptumber uz a licensed pttnzg ~ ~ pr~r operatxrzg condttton and/or (2} a$er inspection sad pzuzzptng {tf ztecessa=y}, the septic tank is Ices thaEZ If3 full of sludge. Uwe, the undersigrzad have read fl3e above requirements snd agree to maisitain the private seR~age disposal system with the standards act forth, hex:lisz, as set by the Departuent of Catnnaerce and tlza I7epartrnent of l~'atural Reso:xrces, State of l~isconsin. Gertiftcatton d must be camplvted and returned to tlzc 5t. Croi_t County ?.oniug t~iee within ~~ sta4aug that yozz€' septic system. lies bcezt maiutazae days of tlxe three ye .expiration date. fQ ,~ l . d ' ~ '~ DATE SIGNATURE flF PLICA2~'1` 67'R CERT'IF~C.A.'i`iCUl~t ~ our :^ov.ledge. l (~t'~'1 era (are)iehe otivner(s} of l (w,=e) certify that all state~zents on this fo .,_ are toe to t:te ksest of m.' t } '~. rite propezty desert .above, by vistas of a warranty deed recorded in Register cf Deeds C)~icc. la f DATE AppLICANT «*~««« pny infoamation that is mis-represented may result ira rho sarzitar}' ttcrmit bciug revoked by the ?oning Department. *« Iuciade s~7tlz this $pplicafion: ~ cop~of the ce ~ccl survey map £ercies~i; eDa.~madcc iztctlzc tusrranty tiee.d 41)~ ~~~~PAGEJJ~ STATE 6AR OF W 1SCONSIN FORM 2 - 1998 WARRANTY DEED This Deed, made between Hurobird Land Corporation, a Minnesota Cor~_oration -`-~ Grantor, and Bonnie ltil. Simon ~ - ____.- ~ - Grantee. Grantor, for a valuable consideration, conveys and warrants to Grantee the following described real estate in St. Croix _ County, State of Wisconsin: -~ Lot 38, Hammond Oaks Subdivision Town of Hamm ond, SL Croix County , Wisconsin. J 6S 1 22~ KRTHLEEN H. WALSH kEGISTEk OF DEEDS 3T. CFOIX CO., WI RECEIVED FOR RECOkD 01-16-2001 10:30 AM YARRHNTY DEED EXElIPT N CEkT COPY FEE: CDPY FEE: TkANSFER FEE: 11.10 kECDRDING FEE: 10.00 PAGES: 1 ~Nalm~e and Retum Address ~/ ~ ~~?~ 20.29.17.658 (~~~+~- ~(Jb{ Parcel Identification Number (PIN) This is not _ homestead property. (is) (is not) Exceptions to warranties' Subject to easements,restrictions,covenants and rights of way of record, if any. The warranties of this deed, either expressed or implied are limited by the grantor to the gtan[ee, or anyone in the chain of title, to the wnsideraiion expressed herein, that being the sum of $23,900.00. Dated this __ 6th day of July 2001 Humbird Land Corporation ' _ + b ~ ..1_~ w~i~- President + __-- AUTHENTICATION Signature(s) authenticated this day of _. TITLE: MEMBER STATE i3AR OF WISCONSIN (If not, authorized by § 706.1)6, Wis. Stets.) THIS INSTRUMENT WAS DRAFTED nY Paul A. Baillon, Attorney at Law _ (Signatures tnay tx authenticated or ackttowledgc:d. t3oth aze not necessary,) • Austin J. Baillon ACKNOWLEDGMENT i S1'ATF, OF WISCONSIN i Ramsey Coun ) ss. ry.) Personally came before me this Gth day of July _ ,_2.001 _ the ahovc named Austin J. $aillon to me known to be the person(s) who executed the foregoing instrument and acknowled ~ ~/. ~~. ~=, PAULA. BAIILON ' 1(inlnr$$OTA ' Paul A. Baillon ~'"' Mrceu/assronexP,aes,~,-SOOs Notary Public, Slate of Wi ~ My Cocntnission is permanent. Qf not, state cspiralion rlatr January 31 - __ ___ __, 2(105 ) /d `= +Names of persons signing in any capacity should be typed or printed below (heir signatures WARRANTY DEBD STATE HAR OF WISCONSIN FOR7N Na. 1 - 199H INFORMATION PROFESSIONALS COMPANY FOND DU LAC, R~18(N,-5s5 .o?I ~ ,UU UbG M„OL,5L.V0 ., d ~ ~ ~ Op W a D! ~, ~ ~ N Q (/a ~ Z i° ~ ~ p a I I W ~ ,~ Q ~ J ~ I~ C~ I v ,00'06Z M.,6£,9£.69 S w I --' ~- I ~t i ~ 3 ~ +~ to ,~, ti ~ .- ~ Z I w ;; f- Q O ~ W ~ Z '~ ,00'06Z ' M.6~,9£.68 S N a LaJ ~~ tD W Z ~ ~ ~ ~ ~ to o '•t ~ Q ° ¢o ~ ~ ~ r Z ~ W O ~ ~ U N X ~ ~ o _ Q ~ M_ ~ ~ 0 '~ ~ p ~U ~~ :~ N ~ ~N I _ ~ ~ 0 t ~ i ni ~ W ~ ~ Q h 0 O N ~ O~ U _2 O O NQ ~ ~ ~ M ~ ~ ~ 0 ~ ~ r J~ L F- ,00'06Z M„6£,9£.68 S rN ~ W ~ ~` W 3 ~ M C3 U J L (~j N c~O ~ Q -- ~ N Z ~ 00 J ~~ ~~ t ~ ,00'062 M„6£,9£.68 S ~ Q //W~N///~~~ 11ll ~ ~ ~ Q vi V ~ ~ ~~ i d co cO ~ ``~ i . , ~ ~ \ a i ~~ ~ ~ N ~,~I~-,~L'6ZZ '~ r I VI ~ f / ~ ~f H ( ~ w o •~ n, C3 to ~ N ~~ v ~N I w I ~ I I `o J~ ~ I c~ ~ , ~ of I I Q d' ~ I ~~ z Q ~t 33' 33' ,oo~osz M.£Z,sb.s$s I ~ I a ~' N ~ f- I O ~ { Oi ~ I ~ ~ ~ I ~ ~~ i ° ~ ~ ~ ~ ~ ~ I J ~ ~ ti ~~ ~ ~' ~ lNig r .oo'osz M.~z,sv.sss ; ~ ~ I I ~ N ~- N Cfl ~ ~ N ~o ` M ~ ~ ~ I ~ ~ ° I~ ~ ~ ~ ° o I ~ ~ O .... ~ M rrj r7 ~ ~n n . i ~ ~ _ i ~ ~ IN ~ I W I W =_ } I I O O ' _ ~ (V N M ~ ~ci ' i+'~ 'r N I (/) N a 9. 1NlIOf' I ' I f co l co , N t0 q) i~ ~I ~ N i-- ,00'06Z M„4'Z,Sti.68S 1-- ~ N ~J ~ ~ U ''`~ N v ~ ~ O ~ ~ ,00'06Z M„£Z,Sb.68S l.~ N ~ Q N M ~ O ~ ~o rri ~ N ~ ~ _ ~ ' N I -~ ~ U o i ~ ~ ~ O ~ l17 ~ J ~ i ~ 1 1NIQr .oo~o6z M_£z.s+•68s I ~ ~ N ^ o ~ I I ~ i 1 ~;, rrni 0 I " I~ I I I I ~ . N I ° m _ W s N IN1 N O o - N N I ~ I --F-- I I N I I I ~~ I .• .£~ n ,S CSC iA u'~