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008-1024-30-300
WiSGOnSIn gepa,^tmentof Commerce PRIVATE SEWAGE SYSTEM Safety andl:3uildtng Division ~; INSPECTION REPORT GENr~:RAL INFORMATION (ATTACH TO PERMIT) Personal information you provide may be used for secondary purposes [Privacy Law, s.15.04 (1)(m)]. Permit Holder's Name: City Village X Township Gallmeier, Chad & Laura Eau Gallo, Town of CST BM Elev: Insp. BM lev: BM Descrip n: ~~(~~ ~ ~ C~r 6 ,~l rt TANK INFORMATION TYPE MANUFACTURER ..n•'f CAPACITY Septic W, ~-~.~ F i /ODO Dosing ~/ ~ ~ ~ t ~o X50 Aeration ~ ~~ - ~ n ~`~ 1K~JC a Holding TANK SETBACK INFORMATION County: St. CroiX Sanitary Permit No: 515205 0 State Plan ID No: Parcel Tax No: 008-1024-30-300 Section(rown/RangelMap No: 09.28.16.1240 ELEVATION DATA STATION BS 9, 3 S HI o5.3 FS ELEV. ~. Benchmark/„~/,,,~ ~'` G ~~ o ~~~ /~6. p Alt. BM ~r+' Low 3.4tb i~ s . s~s Bldg. Sewer {~ , I S /a 3 . L St/Ht Inlet ~.5~a /oa .~S SUHt Outlet ~ Dt Inlet Dt Bottom !z• Z5 97. ~ Header/Man. ~ ~ ~d`. 5 7 Dist. Pipe Bot. System b /5.35 Final Grade Z , /a c~• 55 st Cover~~~ ~ (i~ 3 Sts / 6 S •S5 -~-1,~ ! 5. ~ ,a3 , y s TANK TO ~P/L t _ G~d~ W~IE L BLDG. Vent to Air Intake ROAD Septic ZZ5 > ~~ ~ ~~ -~ Dosing ZZS ~~ / T~' ~ ~ Aeration Holding o11MAUrM~LIrIAf IAIC~IGMATIrlA1 r vnn .v~. ..v~. ua v~.~.•.-.. ~ Manufacturer a~ ~~ ~-, Demand GPM Model Number ~,1~ hC (~ ~ ~~ TDH Lift Friction Loss jj~~ SysVtemJ ead TDH Ft ~6 . Q. 32 .5~ , ~Z Forcemain Len th f Dia. ,1 Dist. to well ~ / z ~5 SOIL ABSORPTION SYSTEM BED~TRENCH DIMENSIONS Width ~ ~~ 5 Length ~ /itn WW No. Of Tr ch __ PIT DIMENSIONS \~ No. Of Pits --.-..,_ Inside Dia. Liquid`Depth SETBACK INFORMATION SYSTEM TO PIL BLDG / WELL LAKE/STREAM LEACHING CHA LINER OR Manufacturer: Type O~stem: O f Model Number: DISTRIBUTION SYSTEM 1 _lotil-- /4~ HeaderlManifold ~~ ~ ~ Distribution / ~ / ,~ ~ ~ x Hole Size ~~ i x Hole Spacing // Vent Air Intake ~ ~ Pipe(s) / i ~ h ~~ Di ( µ S • ~~ / Dia Length ng a pac Lengt 0 Sn~t_ CDUFR v Praccuro Svc+ems r7nly YY Mnund Or At-Grade Systems Only L~•'~'"~`~~~ Depth Over BedlTrench Center J Depth Over Bed/Trench Edges \ xx Depth of Topsoil ~ xx Seeded/S dded N xx Mulc ed Y ~ No / ' ~ , Yes [~ o es COMMENTS: (Include code discrepencies, persons present, etc.) Inspection #1:~/ y / ~ Q ~lnspection #2: i 1_ Location: 464 Cty Rd BB Woodville, WI 54028 (SE 1l4 NE 114 9 T28N R16W) NA Lot 3 ~~~~~ ~? ~~""~~ ~' Parcel No: 09.28.16.1240 1.) Alt BM Description = ~•l~. ~oJ~e..... ~~''~ ~~ a /ti ~ 2.) Bldg sewer length = sp N„~~~ nom y, ZS b ~, ~ S - amount of cover = ~ n ~ v f?u~ ~-~r~ 5 a ~.. o.xx. b : ~ ~O~J (~. ~6^„~J a ~'ra,,, ,'V -~_~ --- ----- - ~ 7 -, Plan revision Required? 0 Yes No Use other side for additional information. ~ __l j ~_~-_-) ~_ __ _ ~ ~- Date Insepctor's nature Cert. No. SBD-6710 (R.3/97) 08/27!07 YON 15:28 FAg 715 386 4888 ~~ p ~. I D X001 ~,~.~„ Safety and Bts7disgS Division ~ C R a ~' SL 2(il w. was6ingtan A.ve, ro. Box 7162 , l+~aison, wl s37o7aI62 saaeta<y Namber(~ ~ tl~ea;n ey co.) 5 Sanitary Permit Applieation ~°`e ~`'°" N"°'b°` ~ / ~~ - '~ 17 3 )n aooor~toe wiith s. Cotmn. s~zl (7~, w~. Aron. Cade, subtttission of dds faro to We spp ~ ~ ~ nth is requited prior to obtairon8 s ~~+Y P~ Nom Appliralioa fasm foc ste0e-oomod POWTS acc RgatAddress(ifdifFdentdmn mtil submtaed to die Depmtea~t of Commerce. Pasoeal ixtomm3on you be used for tam wrth ~e taw s. t5 1 m ~1s. ~ ~ ~~ I. Wormstitan-PteasePrintAB Property Awrra's Name Chid G,~l/~ ~,~L~ ~ Pateet tt ~o ~-J a~~- 3v - ~a~ Property Owaer's,Amfirtg i ~ ~ L"' I !f ` ' t / j !J t C .. ST. CROIX COUNTY cam >,at City lace ~ z;p e~ae seotioa ~ S~ vs >N E ~. . _ . ~~ ao II Ty e of BaOdin ( all tl t l ~W . p g w app y) /~ O ~ i ~ 2 Family Dwdtiag - Number of Bedroaos ~ Snbdivisan Name ~ iif PablidCaarmmc®1- Die Use J /! ~ ~ ~ ~, ~ ~OC~MS Q Skte -~,~~ CSM N , ^ Yaage of •!,,`~~ ~ ~ ~ e ~I Town of Eau 14 G III. Type of Perms (C6edt osl~ ase box or Get A. Comphte !'ere B if:ppliesbk} A' New System Q Reptrtxmatt Systna ^ TradataulHold'a~ Tack Replaoerrtatt Orly ^ Other Mod"ef'e~ios to Exisba8 System (eaplais) s- ^ Pertait Renewal Before Facp®ation 0 Permit Revision ^ Chsu®e of Phaaber ^ Permit Tra~to Near Owner Lat PreviOta PBmtit Nutaber end Date Issued IV. T oi'POWTS S iec t+heek s0 that a ^ NorfPreswtised fn-Around Q Presmriaed In-Cuaand ^ At-Credo ~ Mound? 24 is of suite soil ^ Hotrod < 24 is afsuita soil ' Q Holding Tank ^ Other Dispaasl Comparatt (exxplain) Q PrWeetarent Device (explain ~~ l V. D' rssl/I'rsatttteat etrta Interns! Design Flow (gpd) Desigo Soil App!' - Dispersal Area Disposal Ares System Elevation ' ' ~ o I Lls U ~.1s v y ~~s 3s + YI. ?mtk iefo Capacity in Gsllaas Taal Cations ~ of Unas lutarnrfactarer '~ ~ ~ '~ ~ - . tWwTmks Existias7itdcs ~~~ ~ u . `/ ~JC~7r~ septiea Noldins Taak ~ oa v - ! ` ~ e ~ Daang Ct (/~ /s SU ~ t i Vfl. ttsib~ity StafettneMt-1, the ed. sibirity of tYe POW7S stows on ttte attetlted as. Plumber's Name (Prim) Pls Sigttetme PRS Number Business Phone Neuuber U '~ J Zi /~?' ,~,1 i 1+~ :~ :~'' ,~tj"~~~`... ~ ~ ~ { S Y" `~ S%l. Vow Plumber's Address (Sttaet, City, 'Code) ,;„~ YIII. Coee r4ttettt Use O ~ Q Petmit Fae s Qa Date ~zfd1 hating ,~ ZS • IX. Candi ~ nLs.pprev~ t 1 ^ ~ Cat! 4~ ~'~. ~ i f"i ~ L Ort D~S t. Septks tank, efAuertt filter and ~ dispersal Dell must all be sttrvtoes ! ~ G ~~~ W/~ ~ s ~e r~ • ~.-. as per management plan provided by pklrntier. I s. Rll aetbacl( rtjetterita mua c. n~lektta(ned y o 'ec.~- 6 J 6 weanr s ps wr mesh awe saaa . as a,....yaay w t~ .., .o. ®.. o .- . • • ~o •., at~cQ ! ems t}'~st,n, /a~ o~ CJ- L a~ ds¢~~e sBD-(>34s (tt. ©IA7) Yalu tlw ot/09 t38-2?'-97 17:35 TO: FROH:~15 386 4686 P61 St. Croix County, WI Geographic Information Web Server ~, Page 1 of 1 ',~. Croix County, WI ,r> Ge09rdPhiC I~onrlatbn W~ Suer r •..t _ . .~_- `!i ~ T+vesor aeT~ Tiaet vane "~ ulnas . ~ ~ 1 ~ ~ ~a I = ~ s~rar 1(l~ I+~n OV Map Zoan Fuli Zoom Last Zoom In Zoan Out i pan l Navigatlon IdentHY Parcel IrHo PrMt Cher Change TooN>ds ,~ i -'- 1246 i 1.1 a i records. i er+~.en ~ reamed: tooo~ ' Varcel ID Name P~4~~Murici -il Address - GwJ~t,164 Mi1.TUlM OF ~ ~ 102±pQ-"spOC}41DM$ CTYaD EAUGAI.LE lAllaA M aB r select ~ on page _ ,~ - - _ r select entire resuk set SE - (~~_ s f ~. ~ ~~~ i~ ~~ ~ , ~/ 124 1 ,, i 6x 3./ 13, - ~~ °~=~-~. ~a~ ;, = r, . -IU `e ri ~i U.v~ iriiic; 'u~ i l >~}r~a a. fl-S~Q{at ~.e11 - a,76b ~y ~ a~aa a bo ~$ ~t ~0~5~ ~ ~av~9~ fir'. v e. ~.?ay ~ l AoaYe Tool: ~~+Pa1 i ! ~+ ~ tl Actlw layer= ~ Padls 7A011r to Scale 1 ~ off`- feet J OMve1r byYWeb~ http://stcroixwi.mapping-online.com/StCroixCaWi/default.htm 11/6/2009 ' ~ commerce.wi.gov ^ ^ ~scons~n Department of Commerce Safety and Buildings 10541 N RANCH ROAD HAYWARD WI 54843 Contact Through Relay www. commerce.wi. gov/sb/ www.wisconsin.gov Jim Doyle, Governor Richard J. Leinenkugel, Secretary November 30, 2009 CUST ID No. 223475 JOE STANG STANG PLUMBING & ELECTRIC PO BOX 263 WOODVILLE WI 54028 ATlN.• POWTS Inspector ZONING OFFICE ST CROIX COUNTY SPIA 1101 CARMICHAEL RD HUDSON WI 54016 CONDITIONAL APPROVAL PLAN APPROVAL EXPIRES: 11/30/2011 SITE: Chad Gallmeier CTH BB Town of Eau Galle St Croix County SE1/4, NE1/4, S9, T28N, R16W Identification Numbers Transaction ID No. 1737027 Site ID No. 753159 Please refer to both identification numbers, above, in all corres ondence with the a enc . FOR: Description: Mound, 3 bedroom residence Object Type: POWTS Component Manual Regulated Object ID No.: 1248522 Maintenance required; 450 GPD Flow rate; 15 in Soil minimum depth to limiting factor from original grade; System(s): Mound Component Manual -Version 2.0, SBD-10691-P (N.O1/O1), SSWMP Pub. 9.6; Effluent Filter The submittal described above has been reviewed for conformance with applicable Wisconsin Administrative Codes and Wisconsin Statutes. The submittal has been CONDITIONALLY APPROVED. This system is to be constructed and located in accordance with the enclosed approved plans and with any component manual(s) referenced above. The owner, as defined in chapter 101.01(10), Wisconsin Statutes, is responsible for compliance with all code P•~ requirements. CvridL~ No person may engage in or work at plumbing in the state unless licensed to do so by the Department per s.145.06, ~ p p stats. DEPARTME The following conditions shall be met during construction or installation and prior to occupancy or use: piV-SI Key Item(s) • In the event this soil absorption system or any of its component parts malfunctions so as to create a health SEE CORE 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 component manual are complied with. A copy of this information must be given to the owner upon completion of the project. • The designer proposes to install a state approved effluent filter to achieve the requirement of wastewater particle size. Pursuant to outlet filter product approval stipulations, maintenance information must be given to the owner of the POWTS explaining that periodic cleaning of the effluent filter is required. The access opening used to service the filter shall terminate at or above finished grade with a watertight cover. Reminder • The orientation of the mound system must be such that the longest dimension is oriented along the surface contour per COMM 83.44(6)(a)2. • Limit activities in the area 15' beyond the down slope edge of the mound per Mound Component Manual. • Surface water drainage shall be diverted away from the system area per Mound Component Manual. JOE STANG Page 2 11/30/2009 • Materials shall conform to the requirements of COMM 84. ,, ..~ • Maintain well and waterline set backs per COMM 83.43(8)(1). Consult the Department of Natural Resources for well setbacks and other regulations and exceptions. 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 constructionlinstallation/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 maybe made to me at the telephone number listed below, or at the address on this letterhead. The above left addressee shall provide a copy of this letter and the POWTS management plan to the owner and any others who are responsible~sr-the~installation, operation or maintenance of the POWTS. Sincerely, Fee Required $ 250.00 Fee Received $ 250.00 Balance Due $ 0.00 Patricia L Shandorf POWTS Plan RevieYver ,Irate ated Services (715) 634-7810, F . (71 634-5150 , M-th 8:00 - 4:45 pat.shandorf@wisconsin.gov WiSMART code: 7633', cc: Leroy G Jansky, POWTS Wastewater Specialist, (715) 726-2544 ,Monday, 7:00 A.M. To 3:30 P.M. Notice: Starting July 1, 2009, no person or entity may engage or offer to engage in construction business in Wisconsin unless they hold a Building Contractor Registration, or equivalent, issued by the Safety and Buildings Division of the Wisconsin Department of Commerce. "Construction business" means a trade that installs, alters or repairs arty building element, component, material or device that is regulated under the commercial building code, chs. Comm 60 to 66, the uniform dwelling code, chs. Comm 20 to 25, the electrical code, ch. Comm 16, the plumbing code, chs. Comm 81 to 87, or the public swimming pools and water attractions code, ch. Comm 90. The term does not include the delivery of building supplies or materials, or the manufacture of a building product not on the building site. For further information, go to our website: www.commerce.wi.g_ov/SB/SB-BuildingContractorPro~ram.html JOE STANG Page 2 11/30/2009 • Materials shall conform to the requirements of COMM 84. • Maintain well and waterline set backs per COMM 83.43(8)(1). Consult the Department of Natural Resources for well setbacks and other regulations and exceptions. 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 scats 101.12(2), nothing in this review shall relieve the designer of the responsibility for designing a safe building, structure, or component. Inquiries concerning this correspondence may be made to me at the telephone number listed below, or at the address on this letterhead. The above left addressee shall provide a copy of this letter and the POWTS management plan to the owner and any others who are responsibly-the~installation, operation or maintenance of the POWTS. Sincerely, Patricia L Shandorf POWTS Plan RevieYver ,Irate ated Services (715) 634-7810, F . (71 634-5150 , M-th 8:00 - 4:45 pat.shandorf@wisconsin.gov Fee Required $ 250.00 Fee Received $ 250.00 Balance Due $ 0.00 WiSMART code: 7633 cc: Leroy G Jansky, POWTS Wastewater Specialist, (715) 726-2544 ,Monday, 7:00 A.M. To 3:30 P.M. Notice: Starting July 1, 2009, no person or entity may engage or offer to engage in construction business in Wisconsin unless they hold a Building Contractor Registration, or equivalent, issued by the Safety and Buildings Division of the Wisconsin Department of Commerce. "Construction business" means a trade that installs, alters or repairs arty building element, component, material or device that is regulated under the commercial building code, chs. Comm 60 to 66, the uniform dwelling code, chs. Comm 20 to 25, the electrical code, ch. Comm 16, the plumbing code, chs. Comm 81 to 87, or the public swimming pools and water attractions code, ch. Comm 90. The term does not include the delivery of building supplies or materials, ar the manufacture of a building product not on the building site. For further information, go to our website: www.commerce.wi.gov/SB/SB-BuildineContractorProeram.html 3 a .. ~ MOUND AND PRESSURE DISTRIBUTION COMPONENT DESIGN Residential Application INDEX AND TITLE PAGE Project Name: Gallmeier Mound Owner's Name: Chad & Laura Gallmeier Owner's Address: 410 Birch St. Baldwin, Wisc. 54002 Legal Description: SE1/4,NE1/4, S9, T28N, R16W Township: Eau Galle County: St. Croix Subdivision Name: Lot Number: 3 Block Number: Parcel I.D. Number: 008-1024-30-300 S. navy Plan Transaction No.: ~ ~ ~ D ~prAMERCE Page 1 Index and title ~ Page 2 Data entry Page 3 Mound drawings PoN~"'"" -- Page 4 Lateral and dose tank Page 5 System maintenance specifications Page 6 Management and contingency plan Page 7 Pump curve and specifications i~ ~~~ `~ ~~ ~- Page 8 Plot Plan Page 9 Soil Evaluatoin Report Designer: Joe Stan License Number: 223475 Date: 11/0 ~ 9 Phone Number. (715) 684-5166 Signature: _.~-~' Designed Pursuarrt to the Mound Component Manual for POWTS Version 2.0 SDB-10691-P (N. 01/01), and SSWMP Publication 9.6 Design of Pressure Distribution Networks for ST-SAS (01/81) Version 4.01 (R. 09/04) Page 1 of 9 .j Mound and Pressure Distribution Component Design • Design Worksheet Site Infor~natlon (r or c) R Residential or l;,ommer FaaO(9~, 300.00 Estimated W~~ 1.50 Peaking Factor {e.g. 1.5 =1506) 450.00 Design Flow (gpd) 10.00 Site Slope (°k) 103.60 Contour line Elevation {ft) 15.00 Depth to Limiting Factor {in) 0,~ In~itu Soil Application Rate (gpd/f12} (core) p'~stribution Cetl Information 100.00 Dispersal Cell Length Along Contour (ft) _ 1.00 Dispersal Cell Design Loading Rate (gpd-ftz) 1 Influent Wastewater Quality (1 or 2) ~ DisribuRion Information c Center or End Manifold 5 Lateral Spacing (ft} 4 Number of Laterals 5 Orifice Diameter (in) (e.g. 0.25} b Estimated Orifice Spacing (ft) = IO Forcemain Diameter (in} 10 Forcemain Length (ft} 10 Pump lank Elevation (ft) 6,50 System Head (ft) x 1.3 12.10 Vertical Lift (ft) 0.36 Friction Loss (ft) 18.96 Total Dynamic Head (ft) Lateral Diameter Selection in. dia. o lions choice 0.75 1.00 x 1.25 x x 1.50 x 2.00 x 3.00 x Treatment Tank Information 1000.00 Se tic Tank Capacity (gaq Wieser Manufacturer Noce: Sactd fill (Q) calculations assume a Table 834-3 in-Sku soil treatme~ft for fecal colifom"i of ~ 36 incl-e~s. 4.50 Cell Width (ft) Are the laterals the highest int in the distribution Y network? Enter Y or N If N above, enter the elevation ft of the highest point 9.38 ~/or"lflce Does the forcemain drain back? Y Enter Y or N 6.52 Foroemain Drainback (gal) 62.72 5x Void Volume (gal} 69.25 Minimum Dose Volume (galj 19.77 System Demand (gpm) Gallons11nc1t~ Calculator (optional) 650.00 Total Tank Capacity (gal) 38.00 Total Working Liquid Depth (in) 17.11 gatrn (enter result in cell 849) pose Tank lnfonmatiott 650.00 Dose Tank Capacity (gal} 17.00 Dose Tank Volume (galfin) Wieser Manufacturer project Gallmeier Mound ~e~lS'e-~ e~ Z0d =QI Effluent Filter Information Best Filter Manufacturer GF10-810x18 Filter Model Number Page 2 of 9 EE:LT 6A-8T-'!T ., Mound Pfan Vfew 450.00 (ft~} Dispersal Cell Area 4.50 {gpolft) Linear Loading Rate • ~rr» r ... !~ H i/!/!l!! Z t//llfi G fl/ c~ . • .t... 105.85 (ft) Lateral D'spersai Cpl Invert :D ~~ t Mound Cross Section View Aggregate Dispersal Area 1 1l10.B _ observation~Pipe- _ .Q• .. r•i ,. L•L....~; ~S1 ti-ti.; • ti-~• L:~ :;~ f.f,1 .,f.;~.s. :-•Lti ~ ''L:j'~i 1 r f•'•~•L;r r-?'='r '' ... ~•~ ti-ti- ;ti 'r• yy--~~ti~ti~•..ti.~ r; f, L.r r'Y? r:}:r 1:r:~ ~,=: -r..;r,rj1..;: •r: -,- ~. :..-. - -t J _l iA 1 L Mound Componen! Dimensions A 4.50 ft E 26.40 in B 100.00 ft F 9.25 in D 21.00 in G 0.50 ft Finished Grade 107.12 (ft} 105.35 ft -~~ F .. ~ ~ Dispersal Ceq :'', ,~3 ,, Elevation - - _....-e Fart.? Shad{ng Key Topsoil Cap © ~/l/f Subsoil Cap ASTM C33 Sand ®Tilled Layer i ~'~$~ Aggregate Project: Gallmeier Mound i0d ~ev~s-~d ~- H 1 AO ft z 14.88 ft J 6.97 ft K 11.24 ft ~ 122.45 ft W 26.35 ft 1937.50 (ft2) Basal Area Available 10.00 (ft) 1110 B Obs. Pipe Placement ~~~-'.'`a '--' '~ , _,. , ~ - - - 103.60 (ft) Contour Elevation 10.0 ~ Site Slope Geo~xtile Fabric Cover ~, ~ Dispersal Cell See lateral details on Page 4 for number, size, a o 1.5 ft~,,;,,Sti~rr,~,r~;.: fr;". J~~i . a^d spacing of laterals. ~ ~ --~-- r,~t .r~•. • rLti .,-;. rti ; laterals are equaty ~ ~{ ' ': T ~'l lateral '' f? ;:- F spaced from the 0.5 ft f~, ..,:..~.. e ~ ~ r. r f: f,; .ti • ..;,t.; .ti'; ~ distribuution Dell's ~ =' =~ : ~ s ~: +"r-r-- :- • a=-~'' centerline in the o -• r. A ---~ distribution cell (AxB). 11-~~-~q Page 3 of 9 =QI tiE:LT E56-8T-, ;r r Cenaar Connection I,.afierat Layout Daigram Laterals arc identical Force mdn conneetio~ wa tee or cross to manNold at any t~ P •~TurnwpwtbsllraNeor 1E dotaeoutplup Notes driled O~ ~ bottom of the IateraL Number of Laterals Lateral Diameter Lateral Length (P) Lateral Sparing (S} Lateral Flow Rate System Flow Rabe Total Dynamic Head Laterals & forco main of PVC Sdt ~0 per Cph1rA Table 84.30.6 Qrifice Diameter orifice spacing (X) Or~ces per Calera! Orifice Density Manifold Length Manifold Diameter Forcenrain Velocity Dose Tank Information ~ledrical as per NEC 300 and --'-~ .~.•~- Comm 16.28 WAC Disoonned Tank component is properly vented Wieser Manufacturer Ca c' 50.00 Gallons Volume 17.00 gaUnch Dimension Inches Gallons A 23.16 393.75 g 2.00 34.00 C 4.07 69.25 D 9.00 153.00 Tots! 38.24 660.00 A B C D Alarm Manuafacuurer SJE-Rhombus Controls Alarm Model Number Tank Alert 1 Pump Manufacturer Goulds Pump Model Number 3871 1:P05 Pump Must Deliver 19.77 gpm at 18.96 ft TDH Project Gailmeier Mound j~Gv Its' e~ ~~,~~~ ~! ~ 1~~~~ ~0d =QI S ~~ Locking Dover with waming label and locking device and sealed watertight I~4 in, min. -~._ E---- Wtetnate Outlet lacatbn Foroemain diameter ~ 2 in. Weep hole or anti siphon device p~oif elevation RI 93.75 ~Se fnk elevetiOR (it) 93.00 Page 4 of 9 ~b£:Li 69-8T-TT Mound System Maintenance and Olperation Saecifications Service Provider's Name Joe Stang ~ Phone 1-715-684-5166 POWTS Regulator's Name St. Croix County Zoning Phone 1-715-386-4680 Svstem Flow and Load Parameters Design Flow -Peak 450 gpd Maximum Influent Particle Size 1/8 in Estimated Flow -Average 300 gpd Maximum BOD5 220 mg/L Septic Tank Capacity 1000 gal Maximum TSS 150 mg/L Soil Absorption Component Size 450 ftz Maximum FOG 30 mg/L Type of Wastewater Domestic Maximum Fecal Coliform >10E4 cfu/100 mL Service Frequency Septic and Pump Tank Effluent Filter Pump and Controls Alarm Pressure System Mound Other Ins ect and/or service once eve 3 ears Should ins ect and clean at least once eve 3 ears Test once eve 3 ears Should test month) Laterals should be flushed and ressure tested eve 1.5 ears Ins ect for ondin and see a once eve 3 ears Miscellaneous Construction and Materials Standards 1. Observation pipes are slotted and materials conform to Table Comm 84.30-1, have a watertight cap, and are secured in as shown in the mound component manual. 2. Dispersal cell aggregate conforms to Comm 84.30 (6)(i), Wis. Adm. Code. 3. All gravity and pressure piping materials conform to the requirements in Comm 84, Wis. Adm. Code. 4. Tillage of the basal area is accomplished with a mold board or chisel plow. 5. The mound structure and other disturbed areas will be seeded and mu~hed to prevent soil erosion and help reduce frost penetration. Lateral Tum-up Detail Finished •.........•.•. ............... Grade ~~ 6-8" Diameter Lawn -.~~ Threaded Cleanout Sprinkler Valve Box Plug or Ball Valve Distribution ' Lateral Long Sweep 90 or Two 45 Degree Bends Same Diameter as Lateral Project: Gallmeier Mound Page 5 of 9 . - Mound System Management Plan Pursuant to Comm 83.54, Wis. Adm. Code General This system shall be operated in accordance with Comm 82-84 Wis. Adm. Code, and shall maintained in acxordance with its' component manuals [SBD-10691-P (N.01/01) and SSWMP Publication 9.6 (01/81)] and locel or state rules pertaining to system maintenance and maintenance reporting. No one should ever enter a septic or pump tank since dangerous gases may be present that court 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 acddental or unauthorized entry into a tank or component. Seutlc Tank The septic tank shall be maintained by an individual certified to service septic tanks under s. 281.48, Stets. 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 shall be assessed at least once every 3 years by inspection. The outlet filter shall be leaned 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. ff the finer is equipped with an alarm, the filter shall be serviced if the alarn is activated continuousty. 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 kris than maximum scum and sludge axumulation 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. Pumo Tank The pump (dosing) tank shall be inspek~ed at least once every 3 years. Ail switches, alarms, and pumps shall be tested to verify proper operation. If an effluent filter is installed within the tank lt shall be inspected and serviced as necessary. Mound and Pressure Disbibution Svstem 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) dilate that the mound be heavity mulched as protection from freezing. Influent quality into the mound system may not exceed 220 mg/L BODS, 150 mg/L TSS, and 30 mg/L FOG for septic tank effluent or 30 mg/L BODS, 30 mg/L TSS,10 mg/L FOG, and 10° cfu/100 mL for highly treated effluent. Influent flow may not exceed maximum design flow spedfied in the permit for this installation. The pressure distribution system is provided with a flushing point at the end of each lateral, and lt is recommended that each lateral be flushed of accumulated solids at least once every 18 months. When a pressure test is performed lt shouk! He k~mmpared to the initial test when the system was instaled to determine if orifice dogging has occurred and if orifice Leaning is required to maintain equal distribution within the dispersal cell. Observation pipes within the dispersal cell shall be checked for effluent ponding. Ponding travels shall be reported to the owner, and any levels above 6 inches considered as an impending hydraulic failure requiring additional, more frequent monitoring. Corrtimaencv Plan 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(s) shall be immediatety repaired or replaced wlth a component of the same or equal performance. If the mound cemponent fails to accept wastewater or begins to discharge wastewater to the ground surface, lt will be repaired or replaced in its' present kx~tion by increasing basal area if toe leakage occurs or by removing biologicaly dogged absorption and dispersal media, and related piping, and replaang said components as deemed necessary to bring the system into proper operating condition. See Page 5 of this plan for the name and telephone number of your kxal POWTS regulator and service provider. Project: Gallmeier Mound Page 6 of 9 .~ ITT PERFORMANCE RanNGs Total Head of water? (ft Gallmts Per Minute . EP04 EP05 5 S3 - 10 46 62 t5 36 55 24 21 46 25 0 33 30 - 11 \ICTLDf CGR ~~ ~_ GOULDS PUMPS Wastewater COMPONENTS ~ ~~~ --- 1 Impeller 2 Base 3 Pump Casing 4 Medianical5eal 5 BaN Bearings 6 0-Rings 7 Power Cord 8 UN Tilted Motor g Motor Housing! Stator Assembly t0 Motor Cover "~ ~ • GPM 3 to 8 6 9 5 4 3 t 2 lOjZS~gOf9 O~:I7 Fed ST. CILOYI CQ. 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Th0TI1pWD Tel~tp'fe ~~~ - _ Ei1 C011d11Gtad AC E S0~ & Silas S/710.2 115,248-7787 340 t'm~~an L~loe lane. OsCeda; VN 54' 16-23-t39 11:12 TO: FROM: P81 ~ao2 sT. C€~OI~ C0: CLSRR lg.2a.zooa ' a9:iz F~ .~ .. - - ~ Parob ~~ flOg.10Z4-GO.000 _ _ ._. ~ 2 ~~.,. ' prq~lyg wnar Mo .OL9ot1 o ~ ~ ~~ ;~~ ~~~~ ~ R ~~ cmm~ e°°u"' ` ~ NaQm C~eptl~ oo~ cow ti~aor D T~ strum~e . ~ NsWc mvk as ZF,9m - 0.5 0.9 1 0-8 1QI~ t~ .. -- 2i 5 0 8 0 ~ 2F8bk R~ ~w . • _ ^ 2 8-15 i0yr4~4 none _ 1f 5 0 0.8 3 15,2a 10yr5~4 f2d7.5~pSJ8 si 2ht~c .._ ~ ~ - . a 2a.~8 . . 10yr514 12d 7~yr5J8 ~ ~ 9 • 2mstNc rnfr ~- -. Ob - 0.9 .. .. - - - ~5/8 7 5 2 ~ p g9 ml _ _ _g 0 a.5 5 58-84 1 . 7- m p _ - lmsbk hksi d`2 Os .9 eQp~ hlhecoers~rm~eri~~fiei~ei~h tiai~ori ii4ca+sists afanudmo~ra ~ . r~ O R ~ Ca~o~end S'~faoeoiek iE ~W' eo 5~n~ng factor t~`. Barg ~ ~ p ~ p~~y0" R~ Haim Uep~- Daia~ Terre S Itoo~ `~ ' .~ • a~t~ ~ aoo~3o <r~o n~ana rss ~o <iso ~ - r~tua~a2= soo6 ~~a~onaTSS «o m~ The Depaauerd of Ca~aoe is mm agwl oppottvni~r e~~ pronridermmdemp~oy~ ffym< and asris~ a scxass laviots uz needmac~l in ~ Flerist oontaa ~ demcm~t atd08-266-31510 TTY 60$-254-8777. 1@-23-09 11:12 TO: FROM: 1'$2 10.23.>Y009 09:17 FAa - ~~ ST. CROII CO. CLERH ~~ ~. !3. t~ ' imoos ~ ~0;1~6tse/7~-~0` P-~- ~~~ lot3of`p~9aos*~ e~nt Sc~S~r~ Sec-9, T,oF Ea~~atk, Sf-Gb,Y~a; _,~e-~c.-. wt~rK ~ Topof ~vt sf~- ~"- ~~ r ~~ ~. ~ • a_ , : ~ ~~m;d /o~ s~~. ~ 373- ~ y 1@-23-@9 11:13 TO: FROM: ,0~ .3 ~!`3 `.g ,. ~ ~..., P@3 10~23iE009 09:17 FA% ST. CROIZ CO. CLERK tmoo4 ~ MAY-®1 -02 ~i42$3 P!1 19YRPNY 6.RND ffi11/GYGTI NG i'l3s2i9T11 P_0! Y+ CERTiF'IED S~.TI~VE'3~ ~+IAP ~~~~o~ 1_~xarrd rA rht SaaMa~ t: ,c~t~ir~~ort]u~sr x: tf Sacaua !i, 9bwtraitr~ 21~ Nurrh Rm~ td 1~`est, 1'aant ~(~ CrcrltK ~. C i oix C'own-: Wiac~ucrr-x ,~~ :-~ ~f~` ~~ r•roo~ ~o ao ~ i~ x~ ~%. f74 CO!lNJY TRUNK fNt#A~I/AY'B8' 4Y~OdbVl'itE, iil! 3107A ~ ~_ '. 3 r 1 ~~~ ~~~ e Y n-Yi / ~~ ~Meaurn++rt ~ -+; -- °"t'rw 1'01 " 3p E ~ '~- f320.TS . -i2p~'~ ~ - ~~" Z -70/3!'- P~tin6 >vne ~, ~ ~ ~ ~o ~Oi.OQ15QfT. lONa1C. "F OR pp ~~ D331~s469 tai+0ag1 ~ anaorraxroF-~n pacFO ~ ~ :n ---~~~ay~:.ry~ ~ o g ~~e~e+ -"tip 7i9S ~ ~ ~ • 8 ae ~ -•-~ LOT f ~ ~ °3'qA~ ~' m ~~ va ----~-' ~ X~@630 SQ. Fi O![ , }i106AC. FXG~s IMiM Qf Ni117 . ) /6b~G Ip '~'fi aFrLti ~7.1261~ 6t~,Uppt1ADA0 ~~~n ~~: _~~ roc ~'f~ k ~~ ~ Ma r~gttMe~rBAOw tlNr?i.~T~?..f.~1_~QS r ..~,eY.y~.w ~ R37'193 Mi 317.98' -`--~~ :t * MvRAt+Y e ~~e ' R i ~ PPl(HM~1!! ~FJ Fs RrE.~ 7'Lt: ;5,•.. ... ~. ~~~ o s`,7~It:J?JINStf1'.!.'~3.~.~'EF:M ~S'f~ ~•~~ •N~ ~~; ~ atly+arcaW3agon.~n-rexAO7l~ THO{X~tT72itll~ff 4A~P7ED dYJCM~fl1L LW90P I~ ~~ ~~ ~ ~, SF~Et ~ OP 2 m ~ =~ ~ ~~ H .;' ~ ~ ~~ ~~ Y~ o' `'". .~~ f ~=~"! ~~ ~ ,~ ~~~ 19-23-99 11:13 TO: FROM: pg4 10~`23~ 204$ 08:17 FAZ ST, CROIZ CO. CLERK 1005 ` '~-' ~ ~ ~ Parael #: X8-7 0?A-60-30Q t tJZSVaoos oast P~ PAQE i OF 1 y ~- Alt Paroel~ 09.28.16.1240 sT. C ~t rt.O~T'Y~. W curra-u I~1 Creation Dale Hlstorleat Dale ~P # Sales Arta Applk~ton # Ptrrr~ # Perrot Typo QO 0 Tax address: S): a s ~,~c owner, C = curnnc coo-owr~, O - G~ALI.IIIB=IER. G-IAD M S I.AU~RA M CHAD M & LAURA 11A GAi.IMEBrR 410 BIRCH ST BALD4VlN Wi 54002 Districts: SC ~ School SP =Special Property Addresses}: = Prunary Type Dist # Description "464 CTY RD 68 S0 0231 BALDIMN WOOD1/ILLE AREA SP 1700 IMTG Legal D~r~floro A,arex 7.908 Plat 4326-C;SM 161A326 008J02 uEC 9 T28N R15W PT SE NE [3Ef NC3 CSM BtoddCondo Bldg: LOT 03 18!4326 LOT 3 T 108AC . Tract(s): (Seo-Twn-Rrg 40 9/4 7601!4) ~-2BN-16W 3E i~ Natas: Psroel History: O®ts Doc # Yol/Psgs Type OTH3/2004 7Bg6p3 28151147 Wp 06!02!2004 764545 2586/315 AGREE 06J27/20Q2 B828a8 16JA326 OSM 205 Sl1Yl~idFlY Bill ~ FairY arloctvatue: a4s~d rr~tn~ flee value Ass~rnent Yaltl;~tians: Las4 Cirongect: o7n~Da4 Descriptioa Class Acres Land tmpronre Total state Reason AGRtC~7LTURAL G4~ 4.108 400 0 400 MO UNDES/B.OP® U5 3.000 1400 0 1;400 NO Toles for ZOOS: OT.~ i.$OQ 0 1,800 Totals ft7r 2004: Gansral~~Ny 0.0~ 1~ D 1.800 0 Loti~ery Credo Claim Count ~ Gri~Fon D~ ONiT1Z8D7 Hach ~ Spe4:.i~lle: t7ser Spe~al Coda Category Aa®ount Total A~D.00 Specie t~laanes Det~lquent lA-23-A9 11:13 TO: FROM: pg5 05!27/08 TUE 09:32 FAX ?15 386 4888 sT cttolx covrrrY SEPTIC ?ANK MA,IlVTENANCE AGREEMENT AND OWNERS~IIP CER'i~CATION FORM ~ 001 Marling Address ~ J U ~ t ~ i2 C ~ ~ ~ ~,~ ~ /(„~ 4.~ ~ .~,, CeJ' ~ ~ ~'~ ~~ G G '~,~ Property Adclt~ess / {Verification re~aned fraaa Bt?.oning Dq~artosaat fix ae9v oion.~ City/State ~~~ (~~ ~ ~ ~ ~ , Parcel Identification Number G a ~ - J ~ Z jl ' 3 G _ ~ ~, v LEGAI. DESCRIPTION Property Location S~ l< .N E" '!..Sec. ~ , T ~ ~ N R iG W, Tovm of ~"~~ ~ ~ ~4 ~~ ~... Subdivision Plat: Lot # ~. Certified Survey MnP # - . Volimte ,Page # Warraaty Deed # {before 201)7}Volume ,Page # ~ bause ~~i yes ~.~ to Lot lines identifiable t_ yes i:! no ~~y let It ~\ i~~`~.L~~.sI`-!Zt ~ . •' ~ .j t ~ t.Y_ ___ _~.L~L\ lttycropor use and npmWenao~oe ofyour 9CptiC systerrc COUId teen![ m its pramtrae fac7ure m lm~e vrastes. Proper ntaintdcaatx eans~ of ptczopa;cg out Ste septic rent eveary riser years or sooner, if aeeckd, by a licauod What yon p~ iecto the system can affect ~ function +af tht tares as a stage in 1hs was6e disp~ system. Owacser ina~teoanoe tespoc~ilities are spocifiod ~ §Comm. 83.52{1 j meta is ' 12 - St Qc+oitc toouai3+ Smeary Ordinettoe The property owner agrees to submit to SL Croix County Planniag & z~sg Dtpsrtrna~et a oer6fic~ctroa form, signed by the owner and by a rnsstcr plumber, journeyman plumber, restricted plnrnber ~ a licacsed pamper verifying cleat (t) the are-site wastewater disposal system is in proper ape+rating eoadidon atedlor {2) after' iospt~tion and put~Ciag {i f ntcessaty), the septic: [epic is less than it3 foil of sludge. Uwe, the tucdetsigned have read the above et:quit+~teeurs and agroe Oo tfn privme sewage dispose! system with the stateclar~ set fords, heredtc, sa set by the Depmtr~et of Connrceroe and ~e D~ecrt of Natencal Reaoureea, State of Wisooaeirc. Catit"icmiim strtiag ~ your septic system Las been ~aDeuaod must bs omcpleted and remtaed 1u the St. taropc County Planning 8c 2 Depstunesrtivisirin 3tI days ofthe three year ratpioratandabc. Ua-e certify that at1 staternetcts arc this form are true to [behest of my/ors lawwlalge. Uwe amJate the owrter(sj of tlbe property described above. by vi o ty deed recorded in Register of Deeds Office. Nuaab~ s-f ms ~~- SIGNATURE OF APPLICANT(S) DATE **'`Any infrttrteatiae that is A~ rosy rrsnR in the sanitary Permit bang imroioed by gee Pia~tmiatg dt Zoaing ~ s+ss Inchcde with [leis applicatiat a t~eoorded ararcranty flood from the Register of Deeds Office and a copy of flee certified survey map if .ratnce is tnaaie is rite warranty deed. (ItEV. 981Q5s 35-2?-88 11:48 TO: FROM:?15 386 4ra86 P81 r q~D~ ~~ ,~, 2 b 2002 682859 VOL 7 6 PAGE 4326 KATHLEEN H. NALSH REGISTER OF DEEDS ST. CROIX CO., MI RECEIVED FOR RECORD 06-27-2002 1:30 P~ CERTIFIED SURVEY MAP CERTIFIED SURVEY MAP COPYFFEE: 3300 PAGES: 2 Molly Olson Located in the Southeast'/. of the Northeast'/. of Section 9, Township 28 North, Range 16 West, Tawn of F.cne Galle, St. Croix County, W1SCOr1Sln. APPRO~ PlBtifiit{A [C1nlT+n :fnrl ~a*1r~ f'.~.•n!ngE N ,1UN 2 7 2002 BEARMIGS ARE 1~ trot recordea wnrun 3u uays or TO THE EAST UNE OF THE approval date apFrovai st~adl be NORTHEAST f/4 OF SECTION 9, rwil anA vn+A T 28 N, R 16 W, ASSUMED AS S 40°0037" E SCALE IN FEET t" =300' 11 1 1 OWNERS ADDRESS 474 COUNTY TR H/GHWAY "BB" WOODVILLE, WI WEST r/4 CORNER _ SECTION 9, T2B N, R 16 W (FOUND GOUNTY BERNTSEN ALU~MIN_U~M MONUMENT) g EAR-ST-WEST f/4 7 SEC UNPLATTED LANDS 0000000oooo~pppppQ oooo~`SpONgi,~ oO~G~~n~ NOTE - THE EASTANES7 WATER COURSE ON 'THIS CERTIFIED SURVEY MAP WAS DETERMWED TO BE NA VIGABLE BY THE ST. CROOC COUNTY ZONING OFFICE THE 75' SETBACK LINE SHOWN FROM THE ORDINARY HIGH WATER MARK SHOULD BE MEASURED FROM A PONVT 6' NORTHERLY OR SOUTHERLY OF THE CENTERLINE OF THIS EAST/ wESr warER couRSE. UNPLATTED LANDS ~ NORTHEAST COWJER `,`,~ ~ Z SECTION 9, T 28 N, R 16 W ~' ' ~ `. (FOUND COUNTY ; BERNTSEN NAIL) ~ ~ ~ ~` ri W 2 ~ 1 7~ ~ n ~ b h ~1 UNPtATfED_tANDS N w :RLNVE M WAY I' g ~\ November 12, 2009 Code Administration 715-386-4680 Land Information ~~ Planning 715-386-4674 Real Trope y 715-3 677 Re~~~cling $TS-386-4675 r: Mr. Chad Gallmeier 410 Birch Street Baldwin, WI 54002 RE: Land Use Permit Review for Principal Structure in Shoreland District Lot 3, CSM 16/4326 Parcel #008-1024-60-300, Town of Eau Galle Dear Mr. Gallmeier, I have determined that your project to construct a new house with attached garage and a mound Private On-site Wastewater Treatment System (POWYS) will not require a land use permit. This decision was based on the site plan and building specifications that you submitted to the Planning & Zoning Department for review. The house and POWYS will be constructed in the Shoreland District for an unnamed watercourse identified on the Certified Survey Map, but only a portion of the land disturbance will occur within 300' of the OHWM. If the filling and grading necessary for construction of the house foundation and the mound is moved approximately 15 feet north of where it is shown on the site plan, there will be less than 2,000 sq. ft. of grading on slopes less than 12% and will be greater than 75 ft. from the OHWM for the watercourse. This project meets filling and grading requirements allowed wifihout a permit as per Section 17.29(2)(a) of the Shoreland Ordinance and is compliant with General Zoning Section 17.12. Although the project is exempt from a land use permit, please implement erosion and sediment control measures recommended in Section 17.29(2)(a)1: "All disturbed areas shall be stabilized with permanent vegetation as soon as po~ib/e following construction. Best Management Practices shall be employed to minimize erosion of disturbed areas until permanent vegetation is established." Please sign the attached form and return along with your sanitary permit application for the POWYS. Once the sanitary permit has been issued you may proceed to the Town of Eau Galle to obtain a building permit. If you have any questions or concerns, please feel free to contact me. cere amela Quinn Zoning Specialist Cc:, .....Town of-Eau. Galle ST. CRO/X COUNTY GOVERNMENT CENTER 1 101 CARM/CHAFE ROAD, HUDSON, Wi 54076 PZ~CO. SA/NT-CRO/X. Wl. US 715-386-4686 FAx WWW.CO.SAINT-CROIX.WI.US St Croix County, WI Geographic Information Web Server S"t. Croix CountYr WI Geographic Irlformatlon wen server ~ Z«~ OV Map Zaan Ft~ Zoom Last Zoom In Zoom Out i 1 n SE - a ~ `'~~. '°t. ;~~ ~% a x ~Do '`. ~, .. e .~ Page 1 of 1 =~ ~ ~ ,~ ~s i : l:~ene l =. 14~ ~P Pan ~ Navigation Idsntly Pa~cN IMo PrpH Char Chanpa TooNrars 1246 ' ! oisp<ayr~g >. - i of >. nom. (Maod~nm m~Rs nbaned: ~~> .? i ~ .. _ -. Far.ei i~ iVan?e Pro_pPr!y ~,vtiiCij~r_t Address -~ GMilti~t. X64 M~TdNRI OF r ~ Qi$_1~~--t-G-3C,7Q111DM1~ CIYRD FIWGRLLE tAi1R/1 M LiB selEGt~ on page r select entlre nsulc sec c>a~ >~ ~ ;, ~~` _... ti~ ~ ~ f a-\ - ~ ;i~c_1 ;~ V.VV .11. ~3a,sa~ ,4r~q ti , ' J ~'"' ii li i ..~ ,.., f e,c a 1. ~ e ~ ~ a,7 b ~ S ~ ~ 'i- (. (a•` -- iii ~~.. r. ~ Zi~~r. ~ Q;S (3 pr's v ~ t..~wy sears Took a~`it~an ncgvs tay.r: `~ PareMa I 1 1 1 I i i i V. ~ ~ zaaa to scats t - ~"' fast ~ Wivan bYWelyd~,3 http://stcroixwi.mapping-online.tom/StCroixCoWi/default.htm 11!6/2049 1Qr23~'t8l9 ~:1~ F~ - ~,_ s ;. .~ ST. I~U.II GD. Q81t[ .~--.~ ~~ .~ ~x~r.- = Iaau~. ~~ ~~ ~e d sov ~ ~,i~ ~,/: t5e'Q t~~ k, lt~- d~ ~ i0ets ~ ~~~~ ~~ ~ :~~~ ~.-~, ~_ ~~ ~~~ S~3!'~ y SaC..9 T,a ~t~4(e, SQL-~."r 1 J"a e 5 ~' a~g . ~-p-z23y,s ~ ~;<y ~ `~ 3 ~- ~~. tea. ~' t~• : TaP°~'1a.~oi/6~ .5,6:~ X373-may` ~' a '3°a~ oF'~tsi.,t,+v~ !~ f.~tt~` ~ FT Gtr,' i w 8g~t • .~ Mound Plan View i ~~ ~ :Q. J ' Observation Pipe j °' 11106- s T .. .. . K • .~ ,~ A .- ~ ~ .. .. . 5. _ . • • • .~W - .I W . Im. B . - I ~~ L Mound Component Dimensions A 4.5U r[ ~ ~...-.,, ... ~tt g 100.00 ft F 9.25 in I 12.73 ft L 7 ,~ .7 ~^~ p 15.00 in G 0.50 ft J 5.82 ft W 23.05 ft 450.00 (ft2) Dispersal Cell Area 1723.21 (ftz) Basal Area Available 4.50 (gpd/ft) Linear Loading Rate 10.00 (ft) 1110 B Obs. Pipe Placement Mound Cross Section View Aggregate Dispersal Area - Finished Grade 106.62 (ft) % ~- H f{,~,,,,,,, 2 ,,,,~,,,.. ,. . ~ .,},,,i, 35 ft) Lateral ........................ f " 105. Z F Dispersal Cell Invert 104.85 (ft) --• ' ~ ' _ : ~ :::: ~ Dispersal Cell : ,3~.: E' : ~D ~ ; ~3 ::: Elevation :::: . :::. : ..: . ..~ _:._ - ' ~a .'a .°~ ..i..i -_y .A :y°..i.. a..°.1.. ^i . ~.,t;, s.-s...fl: . ~a.^ J.°.'. ~, -~i'-`L = ~.,~- ~.'- ."= ~ " ~"." ~~-_'~_" '-" ~ ~ °~ °°~ -°~ i 1 . 1 d. 2. 7.:;,. :'1.:g.°; ~.yy v~ ..,'.~ ~ ^~~' -,.~ -.' _' _i -..~ ._' °_14_ 1 J ~d A l.. 1 S ! { 1 .! i J, ~ ! 1 .A.. ~..: A~ } 1 J J, ~. ~. ~. _~, 1.~:. ,i., __. _~ , ~.:. ~ ~~,,~_r '~. ~' ~'' '~ '~ '• ` ' ' ' ' ' 103.60 (ft) Contour Elevation 10.0 % Site Slope Geotextile Fabric Cover ~ m ~- Dispersal Cell See lateral details on Shading Key d a page 4 for number, size, 10 Topsoil Cap c ~ 1.5 ft ,~ ~, ~ and spacing of laterals. © ~~~{~ Subsoil Cap ° ° ~ ~ ~. Laterals are equally ASTM C33 Sand `° `° `' F spaced from the ~ Z 0 5 ft Typical Lateral "° '°`~-`~~~i'~ Tilled Layer c ~ distribution cell's 5 °~;.°•.'• Aggregate ~ o ~ - ~~= ~- centerline in the ~~ ~---- A ----* distribution cell (Ax6). Page 3 of 9 Project: Gallmeier Mound Parce{ #: UU8-~ d24-60-3UU 11/12/2009 07:55 AM ~ PAGE 1 OF 1 ~, ~ ~ Alt. Parcel #: 09.28.16.1240 008 -TOWN OF EAU GALLE Current X ST. CROIX COUNTY, WISCONSIN Creation Date Historical Date Map # Sales Area Application # Permit # Permit Type # of Units 00 0 Tax Address: CHAD M & LAURA M GALLMEIER 410 BIRCH ST BALDWIN WI 54002 Owner(s): O =Current Owner, C =Current Co-Owner O -GALLMEIER, CHAD M & LAURA M Districts: SC =School SP =Special Type Dist # Description SC 0231 BALDWIN-WOODVILLE AREA SP 1700 WITC Property Address(es): ' =Primary * 464 CTY RD BB Legal Description: Acres: SEC 9 T28N R16W PT SE NE BEING CSM 16/4326 LOT 3 7.108AC 7.108 (Plat: -4326-GSM 16-4326 008-02 Block/Condo Bldg: LOT 03 Tract(s): (Sec-Twn-Rng 401/4 1601/4) 09-28N-16W SE NE Notes: Parcel History: Date Doc # Vol/Page Type 07/13/2004 768603 2615/147 WD 06/02/2004 764545 2586/315 AGREE 06/27!2002 682859 16!4326 CSM 2009 SUMMARY Bill #: Fair Market Value: Assessed with: Use Value Assessment Valuations: Last Changed: 06/11/2009 Description Class Acres Land Improve Total State Reason RESIDENTIAL G1 1.500 22,500 0 22,500 NO 05 AGRICULTURAL G4 4.608 800 0 800 NO 05 UNDEVELOPED G5 1.000 1,300 0 1,300 NO Totals for 2009: General Property 7.108 24,600 0 24,600 Woodland 0.000 0 0 Totals for 2008: General Property 7.108 2,300 0 2,300 Woodland 0.000 0 0 Lottery Credit: Claim Count: 0 Certification Date: 04/17/2001 Batch #: Specials: User Special Code Category Amount Special Assessments Special Charges Delinquent Charges Total 0.00 0.00 0.00 w D tl U~ ,~, 2 ~ 2002 RECEIVED FOR RECORD 06-27-2002 1:30 PM CERTIFIED SURVEY SAP CERTIFIED SURVEY MAP COPYFFEE: 3300 PAGES: 2 Molly Olson Located in the Southeast %. of the Northeast '/~ of Section 9, Township 28 North, Range I6 West, Tawn o, f Eau Galle, St. Croix County, Wisconsin. APPRC3~' ci~x ca>I~xY Pl8rtrttrtt9 ~flninn ~~~ o~x < r-.-•~.+~}tpg N ~uN 2 7 zoo2 BEARINGS ARE !t not recaraea wrtnui 3u hays or TO THE EAST LN1E OF THE aplxoval dam aP{xwal shall be NORTHEAST 1/4 OF SECTION 8, nuH anA v!;!A T 28 N, R 16 W, ASSINIIFD AS S 00°0097" E SCALE IN FEET 1 " =900' 1 10 20 I ._ OWNF_R'S ADDRESS 474 COUNTY TR HIGHWAY "BB" WOODVILLE, Wl NOTE -THE EASTA+VEST WATER COURSE ON THIS CERTIF~O SURVEY MAP WAS DETERMINED TO BE NAVIGABLE BY THE ST. CROD(COUNTY ZONBYG OFFICE. THE 75`SETBACKLNYE SHOWN FROM THE ORDINARY HIGH WATER MARK SHOULD BE MEASURED FROM A POINT 6' NORTHERLY OR SOUTHERLY OF 1 HE CENTERLINE OF THIS EAST/ WEST WATER COURSE 682Ll59 VOL ~ 6 PAGE 4326 KATHLEEIi H. IiALSH REGISTER OF DEEDS ST. CROIX CO. , MI C~, ~ ` NORTHEAST CORNER SECTION 9, T 28 N, R 16 W ~ ~ •`.. ~ Z~ ~ ' N NAIL) ~~ ~i UNPLATfED LANDS ~ ~ ~i x o " N~ WATER CWRSE S 87 07'39 E -~ x ~.-.. 1320.75, >RTHC1nrE 565.36' -1287.71' - o LOT Z - 755.39' - DWEWNGy _; =' ~` 395,024 SQ. FT. ~ L~ ~~ ~ " L u. ~ OR 9.069 AC. >a n ~ ` 3 83 sARAC ~ EXCLUDING 559 AC ROAD RIGHT OF WAY) pia s~ SItOS BARN ' -- __. ~ 1 ~Q ;~ $ 315.45 S 87°07'39" E ~ ••c~- ~~ 100' ~- , ~ ~ ~ LOT 1 '<-_ ~ ° N 87.07'39• w - g,~~~, ' ~ ~• ~~a~. •: 313.58 o ~'- r--- ^ 717,992 SQ. FT. OR --- _ ~ eu lANG ------"• ~~~~ ., 16.483 AC. (715,811 SQ. FT. OR , • $ ~ '"~"~T `3 ~~ ~"'~y ~ •''- Lf FT 625 SQ " \ A?09 16.433 AC. IXCLUD(NG ROAD RIGHT OF WAY) . • . , ~ ~OR 7.108 AC. s``~`~'`'~ ~g Q :r, r Le R' (306,024 SQ. FT. ~ ~~ ~ -"" F~ + WATER COURSE w ~ OR 7.025 AC. ~ , IXCLUDIN~ ROAD ~`'~ i ~s ~ t z ~ y N ~~ o ~ ~; N ~ Qi M z, g V' ~i N ' o g; S ~ p-; Z o ~~ I x 3±J WEST 1J4 CORNER SECTION 9, 728 N, R 18 W (FOUND COUNTY BERNTSEN ALUMINUM MONUMENT) 3 N67°15'35" W 3936.76 EAST-WEST 1/4 SE UNPLATTED LAN©S 000000oooooaooo 0005 pONSTti 0~~40r~ ,~ e~~c R/GHTO VyAY) ~.yA ~ ` ^~~c ~`~~ /mss ~61a1o~? ~ ~LO~ 9d ~~- -, ~ 41"F' ~~~~ . _ 6~ ~ ~ 322 675 SQ. FT. -~?------- =~ 1 ~~=-- ~ 1~ ..~: >s ~~ ~~~~OR 7.406 AC. Z i W J' h Z' ~ ~; I W EWAY $ \ e, s ~~ m' - ..~: ~ _ - c 1 a' ~ 13°1 M _~ ~ i ~e~w ~~ ~~ o Y; ° I ~, ~ ~~ i I ~~ Z~ 1 ~` I 1 ~~ V' "3.22' $ ~ D(C. R0~ RlGHTOF2 AG. ~ ~ N 87°20'04 W 1284.87 N 87°15'35" W 1317.98' ~ ~ W 3 z~ - N 87°15'35" W -- ~ ~ x "•° "' w 5254.74'- ~~~~ UNPLATTED LANDS ' N i ~~ . ,' . ~~ ` ~ 1539 ` <Wisconsin Department of Commerce SOIL EVALUATION REPOT RECEIVED ~ t of 3 ' Division of Safety and Buildings in accordance with Comm 85, Wis. Adm. Code A.C.E. '18~ Site Evaluations ~ Attach complete site plan on paper not less than 8'/: x 11 inches in size. Plan must ~ ~{~~piX include, but not limited to: vertical and horizontal reference pant (BM), direction and percent slope, scale or dimemsions, north arrow, and location and distance to nearest road. arcs 61II. CROIX 0 TY P/easeprintallinfonnat5on. Z0N1~ ~0 ~~ Reviewed By Date Personal information you provide may be used for secondary purposes (Privacy Law, s. 15.04 (1) (m)). ~ - 1, ~ _. _ , '3 oj~~ Q '7 Property Owner Property Location l~r ~~--~ Molly Olson Govt. Lot SE 1/4 NE 1/4 S 9 T 28 N R 16 W Property Owner's Mailing Address of # Block # Subd. Name or CSM# 474 Co. Hwy. BB 3 ~epcsed CSM ~6 3 City State Zip Code Phone Number ity ~ Vllage ~ Town Nearest Rand Woodville ~ WI 54028 715-772431 Eau Gape Co. Hwy. BB 1~ New Construction l1se: ~ Residential /Number Of bedrooms _ 4 Code derived design tkw rate 600 GPD ~ Replacerr>ent ~ Public or commercial -Describe: Parent material Glacial drift - _~~~~~~ ~ 7/ Flood plain eletration, if applicable na General canments z ~ ~ ~ 3 and reoorrrmendatiorrs: install mound system at elev. 105.35' at 21"above 103.60' contour. ~.r / a Bing # ~ Boring 1~ Pit Ground Surface elev. 103.59 ft. Depth to limiting factor 25° in. Sal Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GP D/ft= *Eff#1 *Eff#2 1 0-8 10yr3/2 none sl 2fsbk mvfr as 2f,1m 0.5 0.9 2 8-25 10yr4/4 none gr. sl 2msbk mvfr ci 2f 0.5 0.9 3 25-42 10yr4/4 f2d 7.5yr5/8 gr. sl 2msbk mfr - 1f 0.5 0.9 Horizon #2 contains approx 25% gravel 8: cobbles. Htt3 consists of an unsorted mbdure of 2msbk sl, 1 msbk Is & 0 sg s. Redox cont~ntratior-s appear in the coarser materials ~ the interface with finer txtured materials. Boring # J Boring ;tip Pit Ground Surface elev. 103.66 ft. Depth to limiting factor 2U" in. Sal Application Rate Horizon Depth Dominant Caor Redox Description Texture Structure Consistence Boundary Roots GP D/tt' *Eff#1 *Eff#2 1 0-6 10yt3/2 none sl 2fsbk mvfr as 2f,1m 0.5 0.9 2 6-16 10yr5/4 none Is lmsbk mvfr cw 2f 0.7 1.2 3 16-20 10yr4/4 none sl 2msbk mfr cw 1f 0.5 0.9 4 20-27 10yr4/4 f2d 7.5yr5/8 sl 2msbk mfr cw - 0.5 0.9 5 27-53 10yr4/4 f2d 7.5yr5/8 gr. sl 2msbk mfr - - 0.5 0.5 Horizon #5 consists of an unsorted mixture of 2msbk s1,1 & 0 sg s. Redox concentrations appear in the coarser materi~s at the interface with fi bdured materials. * Effluent #1 = BOD 5> 30 < 220 mg/L and TSS > < 150 mg/L * E #2 BODS< 30 mg/L and TSS <~0 mglL CST Name (Please Print) Sign re: CST Nurr~ James K. Thompson ~D ~--- 3602 Address A.C.E. Sal & Site Evaluations D e Evaluation Conducted Telephone Number 340 Paulson Lake Lane, Osceaa, WI 5402 5/1 /02 715-248-7767 <' _ ' - ~ ply Omer Molly Olson Parcel ID # _008-1024-60-000 Page 2 of 3 3 Boring ~~ # 1/ Pit Ground Surface elev. 101.04 it. Depth to limiting factor 15" in. Soil Application Rate Horizon Depth Dominant Cola Redox Description Texture Structure Consist~ce Boundary Roots *Eff#1 *Eff#2 1 0-8 10yr3/2 none sl 2fsbk mvfr as 2f,1m 0.5 0.9 2 8-15 10yr4/4 none sil 2fsbk mvfr cw 2f 0.5 0.8 3 15-24 10yr5/4 f2d 7.5yr5/8 sil 2fsbk mfr cw 1 f 0.5 0.8 4 24-58 10yr5/4 f2d 7.5yr5/$ gr. sl 2msbk mfr cw - 0.5 0.9 5 58-64 10yr6/8 m2p 7.5yr5/8 fs 0 sg ml - - 0.5 0.5 -- d - Horizon #4 consists of an unsorted mixture of 2rrubk s1,1 msbk Is & 0 sg s. Redax concentrations appear in the coarser materials at the intertace with finer textured materials. ^ Boring # ~ Boring _j Pit Ground Surface elev. ft. Depth to limiting factor in. ~ application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots *Eff#1 *Eff#2 ^ Ong # ~ Boring _,j Pit Ground Surface elev. ft. Depth to limiting factor in. Sal Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots *Ef(#1 *Eft#2 * Effluent #1 = BOD 5> 30 < 220 mg/L and TSS >30 < 150 mg/L * Effluent #2 = BODS <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. .~ , .~,. ~r ~ ; r' ~-- ~_. /3. s8' ,p c c.~ Wlor ~ TP o f ~o~ S t~.~'e . /S!y ~-` 93'"-` Sou't74e OF'Prima,ry ~i.M, E~eW = 97G~~ P~ • E'~e~/a.~ron • /oCa~d p~ StaKe /Y~//y O/s~.~-+ pro,-~, /ot3 oFp~ c?' ~~nt St"l~yS~lkr~ Sec,. 9, T,oF Ea cc Oa !/e~ S t- ~b ~lr ~'o~~ 2- cQ ti~ 2,. 3 0~'3 ~¢.,~'. ~~539 MHY-01-02 04:21 F'M MVRPHI' LHND SVR.VEYIhiG 71542.69711 ' ri . '~ A ' CERTIFIED SURVEY MAP Molly Olson i.l>s atr~d rn rlre Svruhct7s~t I'; of the ,4orlhco.~t j'. ref .Sep t+un 9, 7bwrr.rhr~T :N Nor-ir, Knrrg~ /r, West, wwn oJRrn+ Gn/ld, fit. Cr~ri.r C'ounty', Wr.~eaels+rt. N ~~s ~ ~~ Its THEEA9T LINE OF TiiE 1t~INA 9wAS9~ ~i~ d 00°6dyT' t. P. 01 SCALFW~~ A~CW rN IK c~tNfa ~, y, SFC+~CN 4 7 !d h R l b'h tOC 1 0 7 0 ~ ,FWND CDON7Y BERMSFI°' hPiU y I ~I ~I ~/NPI.ATTED iANDS W2I ._ x---- s ar°orae• is -~ ,~• DRY RUN - 932O.7S' ~ '' a r: ,. xORrH IMF 686 6' OWTtEIi'S ADDRESS ` sE'~i+ts:,:a -7 3 ~-' -- ~ y - 128.71' _ ~ • LOT Z " 766 J9'- DWEUwG ' : "' .' `~ a7a couNrY rkvvx serrcaRe~- NIGNWAY "BB' • ~ ~ 395.D2450. FT. s>~oo 3d' WOODVILLE, W754028 ~ OR9.069AC. ~+~. ~ ~ (377,821 s~. Fr oR 3~+~D "' ~ 6.559 AC IXCL(101NG caRaGF M y ~ t• ROAD R1GNT OF WA Y1 ~Ea ~j~ bb ~s~,as~d,!pa f I Oq' w 5 ei°pT3p' E q~ ~ ~ ~ LOT T $~ er - -' ~ `~b~~,,\,8' ~ tQ cv 1 ~ ~ 313.58' $~• ~ijll;~i N A y ~ __ _ __ ~ r N T 777,89254. Fr. OR ~ r •COUrYrv ' i ~' ~ 18483 AG. ~ ~ LQT 3 ,,~~`y~, y''• L7 w (860,637 SQ. FT OR ~x e ~ ~n z 19,186 A.C ><XGLUOAYG ~ 3oY:625 SQ Fr. ~~~ RfGN7 OF vYAYJ ~ OR ).1061C ` , '~'h ,Ld m (306,024 SQ. F7. ~!r,,~-tip ~ ~j N v~ FJ(C1 UD+NQ ROAD I _ + ' ~ ~~ ftlGkrOFWA'Y) Z1~ ~,;' ~ I ~ WEST i.tl CGR,tiER ~ ,S^^.. 'rµ_ :{ '' I ~T"~ b_ I ~~ 9EG rK7R 9 ' :d N. f 16 W I ~ ry ~7~7t r ..•, I~-~ ' :-. L~ ! ~ ~.U7 9'CU•vJ COLW, ! -ERN':kN • .n~~ £ ~4 hT' E ' ~ U' 1cuNwuM'eONU.uENt) sY7~ "' `~', ~ "~~ •-u~~~tiCr n_nZ~o_;5e Oc r_ OR 7 408 AGI~ i ,_ 1. . ' nor ~~~Jb"N se36.7a 3.27 ~ N87° 'w t 8a. >' Ne. YEXCtUDU+i0R0ADIiyD:~' ~' ~ `~ ~ 5 . ray t _ _ _ WA ('M+'~,p??T"C? (ANDS o ~Ne7°1s'3s•w 32Sa 7a ,N a7°95'35' W 1397.98' -~`. `° -mil -r_ ,I •~~~ . ;, p+~ ~yC /~1 ArtJQ p ,.1 cyC GNSl,4 :',., ~ UIVL:K7!•CF.V.M'IDY ~ 'ti `R~Y 1i i..~C >A sv ~ i ~v : a ~ d11QI LATE3 f' O D. • ta;" +RON ', F.' ~.~.•~~. K z? ~ PIPE SE?IANN v/r -7.f3L8KF1 F ~~~_. w. '. ,',~.° ~ songRlt;~SiH:~°o,icCsEF~IC;;rstElu; s« R .1. SECTION GORnIER MONUMENT (ac No7EDj ~'ic~ ti''`NO'"rir~ ~--r~ MPI~ArE,sfF.HCEIuIE rrrrs 1NSrRUr~r aRAFrr;o ev jERAw i. u~ASON SHEET 1 OF 2 - - , Parcel #: 008-1024-60-300 1112912005 03:57 PM f _ ~ PAGE 1 OF 1 • r Alt. Parcel #: 09.28.16.1240 008 -TOWN OF EAU GALLE M Current X I ST. CROIX COUNTY, WISCONSIN Creation Date Historical Date Map # Sales Area Application # Permit # Permit Type 00 0 Tax Address: Owner(s): 0 =Current Owner, C =Current Co-owner CHAD M & LAURA M GALLMEIER O -GALLMEIER, CHAD M & LAURA M 410 BIRCH ST BALDWIN WI 54002 Districts: SC =School SP =Special Property Address(es): " =Primary Type Dist # Description ' 464 CTY RD BB SC 0231 BALDWIN-WOODVILLE AREA SP 1700 WITC Legal Description: Acres: 7.108 Plat: 4326-CSM 16/4326 008102 SEC 9 T28N R16W PT SE NE BEING CSM Biock/Condo Bidg: LOT 03 16/4326 LOT 3 7.108AC Tract(s): (Sec-Twn-Rng 401/4 1601/4) 09-28N-16W SE NE Notes: Parcel History: Date Doc # Vol/Page Type 07/13/2004 768603 2615/147 WD 06/02/2004 764545 2586/315 AGREE 06/27/2002 682859 16/4326 CSM 2005 SUMMARY Bill #: Fair Market Value: Assessed with: Use Value Assessment Valuations' Last Changed: 07/15/2004 Description Class Acres Land Improve Total State Reason AGRICULTURAL G4 4.108 400 0 400 NO UNDEVELOPED G5 3.000 1,400 0 1,400 NO Totals for 2005: General Property 7.108 1,800 0 1,800 Woodland 0.000 0 0 Totals for 2004: General Property 7.108 1,800 0 1,800 Woodland 0.000 0 0 Lottery Credit: Claim Count: 0 Certification Date: 04/17/2001 Batch #: Specials: User Special Code Category Amount Special Assessments Special Charges Delinquent Charges Total 0.00 0.00 0.00 ~ + , r - ~ ~_ M- ~~jlll IUII .~ 2 4 p°2 u CERTIFIED SURVEY MAP Molly Olson Located in the Southeast % of the Northeast %r of Section 9, Township 28 North, Range 16 West, Tawn of Eau Galle, St. Croix County, Wisconsin. .-^^- 682859 VOL 16 PAGE 4326 KATHLEEIi H. IIALSH REGISTER OF DEEDS ST. CROIX CO. ~ MI RECEIVED FOR RECORD 06-27-2002 1:30 PM CERTIFIED SURVEY MAP REC FEE: 13.00 COPY FEE : 3.00 PAGES: 2 I~PPRC~~'~ c1~ax cou+rrY PISTttilAA 7rlninn an.i o~,k- t'~.-.~.+Atae N eEARIN~GS ARE R TO THE EAST UNEOF THE NORTHEgST 1/4 OF SE~110N 8, T 28 N, R 76 W,14S31N1~ AS S 00°0097' E SCALE -N FEET 1" =300, 1 10 20 , owNER~s ~avoRESs 474 COUNTY TR H/GHWAY "BB" WOODV/LLE, W/ WEST f/4 CORNER SECTION 9. T28 N, R }6 W (FOUND COUMY BERNTSElJ ALUMINUM MONUMENT) g s N87°15'35" W~ 3 ~ F.ASV T ~ SEC7YONLIA UNPLATTED LANDS Ji1N 2 7 2002 It not -•ecoraea w,cnu~ 3u i;ays or approval date app'oval std De rwtl qnA v%~?d NOTE -THE EASTiWEST WATER COURSE ON THIS CERTIFIED SURVEY MAP WAS DETERMINED TO BE NAVIGABLE BY THE ST. CRO/X COUNTY ZONNVG OFFICE. THE 75' SETBACK fJNE SHOWN 'FROM THE ORDINARY FdGH WATER MARK SHOULD BE MEASURED FROM A POIAIT 6' NORTHERLY OR SOUTHERLY OF THE CENTERLINE OF THIS EAST/ WEST WATER COURSE- UNPLATTED LANDS ''° o~ w sa~ w 5Z54.74'- UNPLATTEt) LANDS Cry, 4' Z ~•. ~' ~~ a' z' - , N W RLI^~ M NAY i g \~\ ~'c 1 NYId 13A4~I NLVPZ flfi Q11 u.7 ~ ~~ yyy ~ ~ ~ G ~ :Ili1N! x3 ~ H ~ 4 4 ~~ ~ ~~ ~' 3 ~¢ O ~p ~~ J Qgs: ~ F x~ ! ~SSp q~ i O ~-'-.. ~~ ~~ STATE BAR OF WISCONSIN FORM 2 - 2000 Document Number WARRANTY DEED This Deed, made between Molly Olson, f!k/a Molly Bourn Grantor, and Chad M. Gallmeier and Laura L. Galltneier, husband and wife Grantee. Grantor, for a valuable consideration, conveys and warrants to Grantee the following described real estate in St. Croix County, State of Wisconsin (if more space is needed, please attach addendum:) Part of the Southeast Quarter of the Northeast Quarter (SE 114 of NE 114) of Section Nine (9), Township Twenty-eight (28) North, Range Sixteen (16) West, Town of Eau Galle, St. Croix County, Wisconsin, more particularly described as follows: Lot Y'hree (3) of Certified Survey Map filed June 27, 2002, in Volume 16 of Certified Survey Maps, at Page 432b, as DocumentAio. b82859, office of the Register of Deeds For St. Croix County, Wisconsin. TOGETHER WITH a right of ingress and over and across the Joint Driveway Easement as shown on said Certified Survey Map; and TOGETHER WITH AND SUBJECT TO the terms and conditions of that certain Driveway Construction and Maintenance Agreement for ingress and egress to and from said Lot Three (3) and County Trunk Highway BB recorded June 2, 2004, in Volume 2586 of Records, at Page 315, as Document No. 764545. Exceptions to warranties: Easements and restrictions of record. Dated this f ~ h day of ~ 1,1,[ LJ , 2004 * * AUTHENTICATION Signature(s) authenticated this day of TITLE: MEMBER STATE BAR OF WISCONSIN (If not, authorized by § 706.06, Wis. Stats.) THIS INSTRUMENT WAS DRAFTED BY Thomas A. McCormack _ _ ____ 7E.86ta3 KATHLEEN H. IiALSH REGISTER OF DEEDS ST. CROIX CO.. MI RECEIVED FOR RECORD 07/13!2004 10:00AIf YARRAHTY DEED tlfE14P1 ti REC FEE: 11.00 TRANS FEE: 185.00 COPY FEE: CC FEE: PAGES: 1 Recording Area ~~ N~ rr dress ~ ~~~~ 008-1024-60-100 Pazcel Identification Nttrnber (PM) This is not homestead property. tKS) (is not) * Molly Ison * ACKNOWLEDGMENT STATE OF WISCONSIN ) ss. St. Croix County ) Personally came before me thisrJ ~ day of 2004 .t -tN~Migye named Molly Olson, f/Wa Molly Bourn ~- `~~`( ~Y ~~~~ A` :~~~~G tomek wntobethel ins nt and acknow * ~ Notary Public, State of Baldwin, WI 54002 My Commiss~ (Signatures may be authenticated or acknowledged. Both are not necessary.) ' * Names of persons signing in any capacity must be typed or printed below their signature. WARRANTY DEED STATE BAR OF WISCONSIN FORM No. 2 - 2000 the ~I~'o(~8L`G .'_ F D~~.. ~~6~- DNS1N ~a~,utt~ riq``N,~~~ . (If not, state expiration date: •) INFO-PRO (800)655-2021 www.infoproforms.com