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HomeMy WebLinkAbout008-1069-10-100r - Wisconsin Dcanartment of Commerce PRIVATE SEWAGE SYSTEM Saety~and Building Division INSPECTION REPORT GENERAL INFdJRMr;TION (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 Holldorf, Tim Eau Galle Townshi CST BM Elev: Insp. BM Elev: BM Descrip ' ~a bb ~ o ~rn ~ T-~~s~~. TANK INFORMATION TYPE MANUF CTURER , CA~ACITY I~ ~~ FYI Septic DDO Dosing _ / Ml (J~' d lv Aeration i Holding TANK SETBACK INFORMATION TANK TO P/L WELL /~ dtr~ BLDG. Vent Air Intake ROAD Septi ~ ~ ~, / ~r G~ Dosing ~~ .~ Aeration ~--- Holding PUMP/SIPHON INFORMATION IVloael Ivumoer ~~ f TDH Lif J~ Fricti L Sy's]t'e" m He S Forcemain Le Dia. ~, Dist. to b .~ 2 SOIL ABSORPTION SYSTEM BEDITRENCH Width ~t Length DIMENSIONS r 2 • ~ SETBACK SYSTEM TO P/L INFORMATION Type C~ System: , ~~ DISTRIBUTION SYSTEM ELEVATION DATA county: St. Croix Sa+titary Permit No: 420540 0 State Plan ID No: Parcel Tax No: 008-1069-10-100 STATION BS HI FS ELEV. Benchm k Alt. BM w~u~ s;<i 6.~5~ o~• a Bldg. Sewer ~ f S; `/ ' ~ ~~. ~~ SUHt In ~. 25 h'r~ ~ •~ 9s'- ~(O SUHt Outlet r _~ Dt Inlet ~i `' Dt Boo ~~ Header/Man. Dist. Pipe 9.3 ~ Bot. System fl, ~ ~/ ~~~ ~Q Final Grade ~l ~ ~7~ S over -1~/D•~~ p 7.07 /OV . Demand GPM 2~ ~ ~ > T~ ~ . ~ 3 Ft II~' I l OfTr~hes~ PIT BLDG WELL >~s' ! D, iLvtO _ - y6n y~n.fih LAKE/STREAM r~ o. Of Pits Insic AC NG Man CH R OR T Mod Depth C.EFQS^ 0-'~ Header/Ma if d Length ~Dia Distribution ~ Pipe(s) ,/70 Length Dia~~" Spacing ~ x Hole Size x ole Spacing Vent t Air Inta ~ ~d~ ~ ..Q~~ -S SOIL OOVER x Pressure Systems Onlv xx Mound Or At-Grade Systems Only Depth Over ~. /// Depth Over xx Depth of xx Seeded/Sodded xx Mulched ,,,,,, Bed/Trench Center / y Bed/Trench Edges Topsoil ~ Yes ~ No [~ Yes IJ No % ~ . ~ i - COMMENTS: (Include code discrepencies, persons present, etc.) Inspection #1:~/ Z / G Inspection #2: /3~ / Location: 280 270th Street Baldwin, WI 54002 (NE 1/4 NE 1l4 24 T28N R16W) NA Lot 1 ~~ Parcel No: 24.2 .16. 3A10 1.) Alt BM Description = w~~~ ~,~~, Sj« P(i1/1~d~ [ (~,~s-/f/t't~JCJC~~d'~ Jr'1^~- /~ ti"~~2e~~~ 2.) Bldg sewer length = 3 ~~/ (,f,4-Q UUc~ Gt2 ,..j.Pr{n~.~. ~"1,~.~c,, (u ~b~' 6~ - amount of cover = ~ t VYI~ '~~'~ f~~-~ / ~~~ 3.) Contour - ~ y u/1.2~ «~ // ~~. o ~~ ~-_~ --~ Plan revision Required? _ ;Yes [v"., Use other side for additional information. ~_~ ~~ __ _~!~~~~ ~~ SBD-6710 (R.3/97) Date Insepctor's Sign lure Cert. No. 1 rJt ~ pct • "• ~ ,~, yy r r € r, ~ 0 ~ ~ c `~ O c/~ t' ( r' r r ^ : N P 0 ~ j ~p + ~v ~ ~ A d ~, +' ~ t~ ~ ~ ~ ~ ~ M ~ Cy1 ~ ~ v r -~ ~'~• E v •• (~ ~ ~- ~ J /1 7~ , . ~ ~ ~ \ o ~ F \ ~~ N o ~~ ~ ~y_ 9e ~ i ~ t (~ r ~~ ~ d~ ~ ~ ~ y ~ ~ ~ ~ ~ r ~ ~ S r it ~ ~ ~ ~ ~ ;, i-- ~ T a p r • ~O c~ / ,t, fd- u ~ a ~. C\~9 .~ o o '~' ~' r ~ F j ~~k 'u w ~ , oaf / ~ I'~ 9 f O _ ~-- ~ g c~ ~ r• ~ ,~ rj ~ & ~ ~ ~_ ~n ~ ~ ~ 4~ v ~ , ~ (C © o f ~ v~ v A -r ''~ ~ ~ ~ ~ F ~ ~ n~ • o f ~; ~r• ~~ ~~ ~ t Z~ ~ ~h ^ d+ ~ F o ~°~ ~ ' ~ (~ ri rr I s- s U) ~ `9 P W f N I° a ~' j ~ aQ ~ ~ f r ~ ~ . D~ ~ ~ ~ ~ s °~ s s ~ o ~ ~~ Z.~ ~+ • ~' ~ ~ ,~~ ' Safety and Buildings Division County ~- C ~~~ ~ ~ 201 W. Washington Ave., P.O. Box 7162 ,l ~ ` I SCOOSIII Madison, WI 53707 - 7162 Site Address ~[ De artmtsnt of Commerce 3 ©Z // /.~'--O L- ~ JT" Sanitary T'Cllrilt ApphCatlOri same Pe Number ~ ~ O In accord with Comm 83.21, Wis. Adm. Cade, personal information you provide ^ Check if Revision tna be used for seco ses Priva Law s15. 1 m I. Application Information -Please Print All Information State Plan I.D. Num ~ 9 -T a . Property Owner's Name Parcel Number ' ~ p j/ p~ 3Ar-lo ~g - for. -/o~/ao C. 3S Prope Owner's Mailing Address ca lion Property Lo 7U f h ~ { 7`" ,~ / . ~~. is f V ~~,4 : S 2 ~ T N, R ~ City, State Zip Code Phone Number r Block Number ` '' ll Gv~ ~Sv~ ~~ ~ ~'~~ 2~1 ~r 5 - ~~Z - ~/by~ 9ts~irisretr~Nnlt SC M Number v it ._~. . C ~. ~,g 0//3 II. Type of Building (check all that apply) ~ ~~~.; , ~,~ ;e~~) ^City ~1 or 2 Family Dwelling -Number of Bedrooms ^Village J ^ Public/Commercial -Describe Use •+ - ~1 ownship ~~~ ~ ~~P q q ^ State Owned ~~~ (~ '~ ~- ~ 1• 5 ~I ~ Nearest Road ~ ~.7o f y ~ .~ III. Type of Permit: (Check only one box on line A (numbering use . omplete line B if applicable) `~' 1 ~, New 2 ^ Replacement System 3 ^ Replacement of 6 ^ Addition to For County use.. S stem Tank Onl Existin S stem B. ^ Check if Sanitary Permit Previously Issued Pernut Number Date Issued lV. Type of Permit: (Check all that apply)(numbering scheme is for internal use) _ _- -__ 44 ^ Non -Pressurized In-Ground 21~ Mound 47 ^ Sand Filter 50 ^ Constructed Wetland 22 ^ Pressurized In-Ground 41 ^ Holding Tank 48 ^ Single Pass 51 ^ Drip Line 45 ^ At-Grade 46 ^ Aerobic Treatment Unit 49 ^ Recirculating 30 ^ Other V. Dis ersal/Treatm ation: Design Flow (gpd) Dispersal Area ispersal Area Soil Application Percolation Rate System Elevation Final Grade Required Proposed Rate(Gals./Days/S t.) (Min./Inch) Elevation y~~ ~ ~~ .0 9~~~ VI. Tank Info Capacity in Total Number s anufacturer ~i Prefab Site Steel Fiber plastic Gallons Gallons of Tank ~~t - Concrete Constructed Glass New Existing ~ d ~ ~ _ fljd ~ / Tanks Tanks Septic or Holding Tank 00l~ _- 00 '~ e ~ ~ Dosing Chamber ~,) ...~ Gtr `/,~ ~ ~~~ VII. Responsibility Statement- I, the undersigned, assume responsibili for Installation of the POWYS shown on the attached plans. Plumber's Name (Print) Pltunber's Signature MP/fRS NNumber Business Phone Number /l~~ 2-2(02 ~ °7/5-~7Z -3Z( Plum is Address (Street, City, State, Zip Code . ~ ~ ~ ~~ ~~ ~ ~ ~, oZ~ VIII. Coen /De artment Use Onl Approved ^ Disapproved Sanitary Permit Fee (includes Groundwater Date Issued su' Agent Signattre (No Stamps) ^ Owner Given Initial Adverse . Surcharge Fee) 2 ,~ ~/~~ Y ~ ) ~j~0 ~ I ~ Determination • IX. Conditions o pvaUReasons for D` isapp ,- ,.~-~~ D~) 1 ~~ ~~ fr sAttach comp ere plate (to the County ody) rar the gatem o r a a• of less roan alts ~ ,ttocgp~ w~o~.i 5 ~ tA~ ~• !"G~+IYJ SBD-63'98 (R. . ~ ~ ~scons~n Department of Commerce Safety and Buildings 4003 N KINNEY COULEE RD LA CROSSE WI 54601-1831 TDD #: (608) 264-8777 www.commerce.state.wi. us/sb www.wisconsin.gov Scott McCallum, Governor Philip Edw. Albert, Secretary October 15, 2002 CUST ID No.226524 ROGER L TIMNI T[MM EXCAVATING 3128 20TH AVE WILSON WI 54027 CONDITIONAL APPROVAL PLAN APPROVAL EXPIRES: 10/15/2004 ATTN: POWTS Inspector ZONING OFFICE ST CROIX COUNTY SP[A 1101 CARMICHAEL RD HUDSON WI 54016 SITE: Tim & Lori Holldorf 270TH St Town of Eau Galle St Croix County NE1/4, NE1/4, S24, T28N, R16W FOR: Description: Three Bedroom ISD Mound System Object Type: POWT System Regulated Object ID No.: 873979 Identification Numbers Transaction ID No. 794668 Site ID No. 651496 Please refer to both identification numbers, above, in all comes ondence with the a enc . The submittal described above has been reviewed for conformance with applicable Wisconsin Administrative Codes and Wisconsin Statutes. The submittal has been CONDITIONALLY APPROVED. The owner, as defined in chapter 101.01(10), Wisconsin Statutes, is responsible for compliance with all code requirements. The following conditions shall be met during construction or installation and prior to occupancy or use: General Approval Requirements: This system is to be constructed and located in accordance with the enclosed approved Individual Site Design Cvnditia plans, the "Mound Component Manual for Private Onsite Wastewater Systems VERSION 2.0" SBD-10691-P (N.O1/O1) and the "Pressure Distribution Component Manual for Private Onsite Wastewater Treatment Systems ~~ ~ ~C VERSION 2.0" SBD-10706-P (N.O1/O1). DEPARTMENT OF i Per manual cited above, limited activities are allowed in the area 15 feet down slope of the component area. QIYI f SAFETY) Soil compaction, excavation, vehicular traffic and other similar activities that impact the treatment and dispersal~~ ~ are prohibited. G =~ SEE CORRESP The up-slope fill for this site shall extend to at least 6 feet, for a three to one slope and help to prevent overland runoff from the up-slope entering the mound component. Other methods to divert runoff away from the system are also required. The up-slope of the component may be extended to form a terrace that will allow runoff to overflow from the system. Maintenance of the vegetative cover on steep slope sites poses a hazard to the maintainer. The methods of maintenance for this site are listed in the owner's manual found on page 8 of this plan. These methods are to be reviewed with the owner. • The well must be a minimum of 25 feet from any POWTS tank, and a minimum of 50 feet from the absorption area. chs. NR 811 & 812c • A Sanitary Permit must be obtained from the county where this project is located in accordance with the requirements of Sec. 145.135 and 145.19, Wis. Stats. ROGER L TIMM Page 2 10/15/02 • Inspection of the private sewage system installation is required. Arrangements for inspection shall be made with the designated county official in accordance with the provisions of Sec. 145.20(2)(d), Wis. Stat • Comm 83.22(7) A copy of the approved plans, specifications and this letter shall be on-site during construction and open to inspection by authorized representatives of the Department, which may include local inspectors. Owner Responsibilities: • Comm 83.52 Responsibilities. The owner of a POWTS shall be responsible for ensuring that the operation and maintenance of the POWTS occurs in accordance with this chapter and the approved management plan under s. Comm 83.54(1). • Comm 83.52(2) A POWTS that is not maintained in accordance with the approved management plan or as required under s. Comm 83.54(4) shall be considered a human health hazard. • Comm 83.55 The owner is responsible for submitting a maintenance verification report acceptable to the county for maintenance tracking purposes. Reports shall be submitted at intervals appropriate for the component(s) utilized in the POWTS. Ali permits required by the state or the local municipality shall be obtained prior to commencement of construction/instal lation/operation. In granting this approval the Division of Safety & Buildings reserves the right to require changes or additions should conditions arise making them necessary for code compliance. As per state stats 101.12(2), nothing in this review shall relieve the designer of the responsibility for designing a safe building, structure, or component. Inquiries concerning this correspondence may be made to me at the telephone number listed below, or at the address on this letterhead. The above left addressee shall provide a copy of this letter to the owner and any others who are responsible for the installation, operation or maintenance of the POWTS. Sincerely, c`~ ~°=~ 2~~ Charles L Bratz POWTS Reviewer II ,Integrated Services (608)789-7893 , 7:45 am - 4:30 pm Monday -Friday cbratz@commerce. state.wi. us Fee Required $ 300.00 Fee Received $ 300.00 Balance Due $ 0.00 WiSMART code: 7633 cc: Leroy G Jansky ,Wastewater Specialist, (715) 726-2544 Henry F Grote ,Certified Soil Testing • ~ ~, . Tim & Lori Holldorf -Mound Transaction # Construction Materials and Techniques All materials must comply with Comm 84 and be installed in accordance with manufacturer's specifications. Construction methods must comply with the following Component Manual: Mound: Individual Site Design Pressure Distribution, SBD-10706-P (01/01) Location: NE 1/4, NE 1/4, Sec. 24, T 28 N, R 16 W Town: Eau Galle County: St. Croix Date: October 18, 2002 Owner: Tim & Lori Holldorf Address: 253 320th St. Wilson, WI 54027 Plumber: Roger Timm Signature: License # MPRS 226524 Attachments: 6748-Plan Approval Application SBD-8330 page 1: cover 2: design criteria & calculations 3: plot plan 4: system cross section 5: plan view, lateral detail 6: pump tank exit detail 7: pump curve 8: system management RECEIVED SEP 2 6 2002 SAFETY & BLDGS DIV. wally :ovFo MMERCE +ND B D/N~ b '~CENC page 1 of 8 Design Criteria ~`'~ Residential Wastewater Contaminant Load: 30 mg/L < BODS < 220 mg/L Anticipated septic tank effluent 30 mg/L < TSS < 150mg/L Fecal Coliform > 10,000 cfu1100 mL Fats, oils, grease < 30 mg/L ~ Bedrooms x 100 gal/bedroom/day x 1.5 ~~ gallons/day hydraulic load In situ designed loading rate Depth to estimated high ground water Depth to bedrock Cross slope at system Force main length Manifold/header length Drain-back Lateral length ~ @ Lateral elevation Lateral hole size S~sz in. @ ~ `a holes/lateral Design Calculations ~' Z~ gallons/sq. ft. per day ~, 1 ~ ~~ t ~• ~ 3S H~ S.~t to ~,~ ~ t,l 35 `/q. 38 m. m. w....~. ft. of Z in. ft. of in. gallons ft. of Z in. ft. @ bottom of lateral in. ( 2.93~~ ft.) Spacing holes total gallons gallons/minute @ ~'~ ~ ft. head ft. ft. Lateral volume ~~~-~'~ S Total lateral discharge rate 2~ ~~ Z Network pressure compensation losses 1 ~ • ~ s' ~ Elevation difference ~,~j$~ ~- ~'•~~ Friction loss ~~~~~ Total dynamic head ~Z•t~ Pump/siphon b gpm @ t ~~ Manufacturer ~'" n `~~ ~ 3 8 ~ ~ Dose volume a.~•s3 Lift/sip'Mon tank ~-~-? °+~ ``''~- ~°'o brow-`+o ,, ,, Septic tank ' Effluent filter ~ w(° ~ ' ~ ~ Measurement pump on and off ~~~' Height alarm from tank bottom ~3•~ Reserve capacity 3~-3 + specs calcs.res ft. @ 2 ` gallons/minute ft. ft. of head Model # ~ ~' ~ ~ gallons ~ `''O gallons ~ ~'"'~ gallons tn. tn. gallons Page Z of ~ .. 3 M~~~r S p J 3 9 ~ ~' J J " dp d ~' i ~~ ~ ~ ~~ J Z ~ s ~,, i ~ ~ o, ,9 ~~ S t _~ 3 6 n~ ...,,r 0 I ~'~ (~~~ -J a ~/ J~ y ~ d y, a J d L~ _` ~~ ~-~~ / ~1 G l= .~ ~ a ~ s ~, ~ .~' :~ S ~.( r s ~~ ~ m ' t ~ ~ n~ ~ ~ ~ ~ f o ~ ~~ 7 ~ ~A~ ~ v ~~ 0 ~ ~~ ~~ a ~ ~ ~' r ~ ~ ~ 7 ~ s ' ~ o .~ - ~( ~ ~ 4 J J ~~ Ml ,~ ~ o ~ r~ ° - ar 1 ~ r N ~ p x ,,,b „ ~- ,-r ~ 47 n a r J O ., V t~ / ~~ ~~ *~ D ai ~~ ~, d 4 1 ~ a ~ $ ~`r. .~ N ++ . ~ Y 0 ~~~ ~ `~ '~ ~ .s y~ -~ _ ~ n z ~-- ~' d a J \~'r V 0 6_c .' ~ ~ ~ 1 \ ~ ~ l 6~~ ~i r ~n ~ M d~ N / ~o ~ ~.~, J ~ J.. ~ -~ ~~ J 9 y ~ 1° d d ~~ a~~ .3~` J I ~ C.p ~ e d /, / ~ J~ ;~ #d ~ ~w J M ~ ti ° a ~ o J a~ c --3 v ~ i ~ d~ N i \ . , ~r • H i.~ ~ ~~ t n a' ~, :. c~~ T i •-Q--' .. •~ 1 Jt ` ~~ (t ~.v ~l w a-s~o.~ ~ ~ l .4_~o y OC.k 9 ~ ~~Ml 0.t ` q~ t(~t. ~~~ `p~,1 ow, Zw'~~ { ~p .a.Qa..,, RR.t ~ ~ z.~w ¢~ s.v . 4 g , b / ~ i t1ti~-.~ \ \ ,~ ~o ~ o p s ~ 1 ~.y,.` 1. ~,' Z ,~~~ ~~ c..~ I ~"~ ~ h { b i'+b c o :1 ~~ ~ 1`K~ 1 2.1. q o.v a..~ ~ ~• O / lb•- °~~ l __~ -- --- --- ~ -__-~ 20 0- _. _ ~E~ ca~~~s~oNO~NCF N o~~... ~ e~~ ~..~ ~o,. _ o.~ 3~ ~ y o ~ ~ ~ ~ 0. .. 2L hi ~~ K ~.~ ~'b ~ ' ~ o a. d~-S .r ..- is ~ O ~T / ~ .~. 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C • S•~ ~ULHCS OH 4S•SS ;,,•~~;,~: O~ ~ INt,HES GR `~~~~ ~~,_~~_: IJOTE: PUMP AWO ALARM ARC TO BC INSTALLED 01,1 SEP~aArC CiK~.. '., VORTICAL DIifC0.CUCf CCTWCCU PUMP OFF AUO OISTRIDUTIOU PIPE.. ~~35 FECT ~~~ + M~u;MUM uETWORK SUPPLY PRCtLU1l E ~ ~ ~ ~ ''~ 3.~ FCCT i~'O TT /~ + FCET OF FORCC MAIIJ X I.oi F/po~xFRICTIOU FACTOR. ~~;~/ FEET ` Z ~ ~ '- TOTAL DyUAMIL HCAp FEEr . ~ IIJTERIJAL DIMCIJSIOUC '0/ TAUK: LE-.1C.7N I~~ ;WIDTH ., ~g ~LIQUIO Q[P7H I~, 3b __~ ~GOULDS PUMPS Submersible Effluent Pump ~~ ,,,:, ~~ ~ EP05 III' I I j~~i~llll APPLICATIONS Specifically designed for the following uses: • Effluent systems • Homes • Farms • Heavy duty sump • Water transfer • Dewatering SPECIFICATIONS • Solids handling capability: /o" maximum. • Capacities: up to 60 GPM. • Total heads: up to 31 feet. • Discharge size: 1'/z" NPT. • Mechanical seal: carbon- rota ry/ceramic-stationary, BUNA-N elastomers. • Temperature: 104°F (40°C) continuous 140°F (60°C) intermittent. • Fasteners: 300 series stainless steel. • Capable of running dry without damage to components. Motor: • EP04 Single phase: 0.4 HP, 115 or 230 V, 60 Hz, 1550 RPM, built in overload with automatic reset. • EPOS Single phase: 0.5 HP, 115 V, 60 Hz, 1550 RPM, built in overload with automatic reset. • Power cord: 10 foot standard length, 16/3 SJTOW with three prong grounding plug. Optional 20 foot length, 16/3 SJTW with three prong grounding plug (standard on EP05). • Fully submerged in high grade turbine oil for lubrication and efficient heat transfer. Available for automatic and manual operation. Auto- matic models include Mechanical Float Switch assembled and preset at the factory. FEATURES ^ EP04 Impeller: Thermoplas- tic Semi-open design with pump out vanes for mechanical seal protection. METERS FEET 10 9 30 a 25 7 x u_ 6 20 s 0 1s ~ a 0 ~ 3 10 z s 1 0 0l ^ EP05 Impeller: Thermoplas- ticenclosed design for improved performance. ^ Casing and Base: Rugged thermoplastic design provides superior strength and corrosion resistance. ^ Motor Housing: Cast iron for efficient heat transfer, strength, and durability. ^ Motor Cover: Thermoplastic cover with integral handle and float switch attachment points. ^ Power Cable: Severe duty rated oil and water resistant. ^ Bearings: Upper and lower heavy duty ball bearing construction. AGENCY LISTING ~' Canadian Standards Assodation (CSA listed model numbers end in "F" or "C",) Goulds Pumps is ISO 4001 Registered. cAPACIrv Goulds Pumps © 2000 Goulds Pumps Effective February, 2000 63871 }a~Kd ITT Industries , 0 2 4 6 8 10 12 m3/h System Management . Management of this system is critical. As a condition of approval of these plans this system management section must be reviewed with the owner, and the owner must be provided with a complete set of plans including this management section. If problems develop with the adsorption system or any other system components, the installing plumber, Roger Timm, 715-772-3214, or the St. Croix County Zoning Office, 715-386-4680, should be contacted for assistance. General Proper functioning of an on-site disposal system, "septic system," is significantly dependent on the volume of water which flows into the system and the level of contaminants in that volume. The lower the volume of water and the lower the level of contaminants, the better and longer the system will function. Typical system components include a septic tank or compartment to settle out solids and contain greases and oils, a filter on the outlet of the septic tank to retain small particles of the same density as water, a pump tank or compartment to allow a dose to be accumulated, a pump and controls, and finally some type of soil adsorption cell to recycle the water in a manner to protect ground water quality and public health. I . ]f the septic tank is installed prior to sheet-rock and/or painting, pump the septic tank before normal use begins to ensure adherence to contaminant load design criteria. 2 Install water-saving appliances whenever and wherever possible. 3. Repair even small water leaks as soon as possible. 4. Never pour grease or oil down any drain or stool. 5. Garbage disposals are not recommended; if you must have one, use it sparingly. 6. No paper products other than tissue should go into the system. 7. No chemicals should go into the system. 8. Avoid surge flows of water; try to spread laundry throughout the week. 9. Septic tank effluent must be less than or equal to the design criteria specified in page 2 of these plans. 10. [f septic or pump tanks are no longer used, they must be properly abandoned. 11. I f construction timing and weather could create a frozen infiltration system, weather-proofing with plastic sheeting and heavy mulching may be required to maintain a functional system at start-up. Maintenance 1. The septic tank must be inspected every three years by a properly licensed person. 2. If necessary, the septic tank must be pumped to remove solids and scum; pumping is required if the combined scum and solids volume equals one third of the tank volume. 3. When the septic tank is pumped, any solids in the bottom of the pump tank must be pumped, and the filter must be back-washed into the septic tank to remove accumulated material. 4. Periodic observation pipe inspections should be made by the homeowner to examine the state of the in-situ soil adsorption cell. Quarterly inspections are recommended; a licensed plumber should be notified if effluent is consistently ponded in the adsorption cell. 5. If this system contains specific treatment components other than those mentioned here, maintenance requirements will accompany their specifications. 6. The pumping components for this system include an alarm which must be installed and remain on a separate circuit from the pump. [f the alarm is activated, minimize water use and notify a licensed plumber for service as soon as possible. The system allows reserve capacity to accumulate some necessary flow until normal service can be restored; this volume is minimal, and no more than one or two days should pass before any necessary repairs can be made. 7. Avoid compaction such as vehicle traffic within 15' down-slope of the adsorption system. 8. Avoid disturbing the system itself such that might encourage erosion or disturb the required seeding of the system. 9. Particularly avoid winter traffic such as sliding or snowmobiling which might compact snow and lead to increased frost depth. 10. Surface drainage must be diverted around the system; avoid landscape changes which might send surface run-off into the system area. I I .Warning: Do not enter septic, pump or other treatment tanks; death may result because they may contain lethal gases or insufficient oxygen. 12. Note toe slopes of mound system are relatively steep; greater than 3:1; hand mow, weed whip, or leave vegetation un-mowed; riding lawn-mower parallel to long length might be dangerous. Contingency Plan Wastewater monitoring of volume and quality is not a normal requirement for low effluent strength systems; such monitoring may become necessary if problems develop. Any necessary monitoring shall be done in accord with the requirements of Comm 83.54 (2). Pumping and hauling of wastewater may be necessary while analysis and repairs are implemented. Additional testing, designing, and/or installation of additional treatment components or conversion to a holding tank may be necessary. Page 8 of 8 Parcel #: 008-1069-10-100 03/30/2007 04:27 PM PAGE10F1 Alt. Parcel #: 24.28.16.353A-10 008 -TOWN OF EAU GALLE Current X ST. CROIX COUNTY, WISCONSIN Creation Date Historical Date Map # Sales Area Application # Permit # Permit Type 00 0 Tax Address: Owner(s): O =Current Owner, C =Current Co-Owner O - HOLLDORF, TIM E TIM E HOLLDORF 253 320TH ST WILSON WI 54027 Districts: SC =School SP =Special Property Address(es): ' =Primary Type Dist # Description ' 280 270TH ST SC 0231 BALDWIN-WOODVILLE AREA SP 1700 WITC Legal Description: Acres: 5.990 Plat: 4198-CSM 15/4198 008/01 SEC 24 T28N R16W PT NE NE BEING CSM Block/Condo Bldg: LOT 01 15/4198 LOT 1 5.990AC Tract(s): (Sec-Twn-Rng 401/4 1601/4) 24-28N-16W NE NE Notes: Parcel History: Date Doc # Vol/Page Type 11 /06/2001 661323 1756/336 W D 07/15/1999 606873 1442/156 WD 05/11/1992 483163 949/595 LC 7(1(17 CI IMMARY Bill #: Fair Market Value: Assessed with: 0 Valuations: Description Class Acres Land RESIDENTIAL G1 5.990 30,500 Totals for 2007: General Property 5.990 30,500 Woodland 0.000 0 Totals for 2006: General Property 5.990 30,500 Woodland 0.000 0 Last Changed: 07/19/2004 Improve Total State Reason 145,800 176,300 NO 145,800 176,300 0 145,800 176,300 0 Lottery Credit: Claim Count: 1 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 " ~. Wisconsin Department of Commerce Division of Safety and Buildings ;ORIGINAL SOIL EVALUATION REPORT in a~'witt+.~omm 85, Wis. Adm. Code 1396 Page 1 of 3 Certified Soil Testing 1c) ~ ounty Attach complete site plan on paper not I inches in size. must St. Croix include, but not limited to: vertical and di n eference pint (BM), directio and t d Parcel I.D. percent slope, scale or memsions, roa w, annlt~`~~stance ton res ~~ . ~ 6 a. CSM Pending Please pri infor , YYLL ~ Reviewed By Date 1) (m)). Personal information you provide may for se~~daM pu s (Privacy Law, s. 15.(M J C r .ropey caner __! sT CAOIX ro e y oca ion Gedatus, Richard ~ Govt. Lot NE 114 NE 1/4 S 24 28 N R 16 W roperty wner's ai ing ress ~r : ;: MtG QI=~tC~ Lot # Block # Subd. Name or CSM 298 270th St : ~ Pending . , City State Zip C phone Number Cit Village Town Nearest Road Wilson ~ WI 54027 5=698-2516 Eau Galle 270Th St. ~ New Construction Use: Residential ! Number of bedrooms 3 Code derived design flow rate 5~ _ J; Replacement Public orcommercial -Describe: Parent material till Flood plain elevation, if applicable General comments and recommendations: install 5' x 91.2' rock unit mound on 100.5 contour as upslope edge of rock w/ 2' sand fill for 3 br GPD NA Boring # ~i Boring Pit Ground Surface elev. 103.2 ft. Depth to limiting factor 16 in• Soil Appliption Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPDIft' in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 1 i 0-4 7.5YR 312 - s1 2 m gr mvfr cs 2f1 m .5 .9 2 4-8 7.5YR 3/2 - sl 2 f sbk mvfr cs 1f .5 .9 3 8-16 7.5YR 4/3 - sl 3 m sbk mvfr cs 1f .5 .9 4 16-24 7.5YR 4/4 c2d 10YR 6/2 sl 2 m sbk mvfr - - .5 .9 I r occasions gy si cos s on pe sin orizon Boring # Boring Pit Ground Surface elev. 97.0 ft. Depth to limiting factor 17 in• Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GP DIft' in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 1 0-3 7.5YR 3/2 - sl 2 m gr mvfr cs 2f1 m .5 .9 2 3-10 7.5YR 312 - sl 2 f-m sbk mvfr cs 1f .5 ~ .9 3 ! 10-17 7.5YR 4/3 - sl 3 m sbk mvfr cs 1f .5 .9 4 17-30 7.5YR 4/4 f2d 7.5YR 5/6,5/3 sl 2 m sbk mvfr - - .5 .9 I I ~ I mo ing ecomes c p e ow a ou `Effluent #1 = BOD~> 30 < 220 mglL and TSS >30 < 150 mq/L 'Effluent #2 = BOD < 30 ma/L and TSS < 30 ma/L - - ~_ - _ - ame ease not i na ure~ ~ um er Henry F. Grote ., _ 222774 Address Certified Soil Testing Date valuation Conducted Telephone Number E. 4366 353rd Ave., Menomonie, WI 54751 6/1/ 1 715-233-0398 ~...... "~ Property Owner Gedatus, Richard Parcel ID # ~ 6 d. CSM Pending Page 2 of 3 ^ Boring # Boring Pit Ground Surface elev. 100.5 ft• Depth to limiting factor 13 in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots P in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 1 0-3 7.5YR 3/2 - sil 2 m gr mvfr cs 2f1m .5 .8 2 3-7 7.5YR 3/2 - sil 2 f sbk mvfr cs 1f .5 .8 3 7-13 7.5YR 4/3 - sil 3 m sbk mvfr cs 1f .5 .8 4 i 13-18 7.5YR 4/3 c2d 10YR 6/2 sil 2 m sbk mvfr cs - .5 .8 5 18-27 7.5YR 4/4 - sil 3 m sbk mfr cs - .5 .8 6 27-44 7.5YR 4/4 f3f 7.5YR 5/3 sil 0 m mvfr - - 0 .2 common gy si coats on pe sin orizon ^ Boring # Boring Pif Ground Surface elev. ft. Depth to limiting factor in~ Soii Appliption Rate Horizon Depth in. Dominant Color Munsell Redox Description Du. Sz. Cont. Color Texture Structure Gr. Sz. Sh. Consistence Boundary Roots ^ Boring # boring Pit Ground Surface elev. ft. Depth to limiting factor in Soil Appliption Rate Horizon De th Dominant Color Redox Description Texture Structure Consistence Boundary Roots p in. Munsell Du. Sz. Cont. Color Gr. Sz. Sh. I ~~ I I I * Effluent #1 = BODS> 30 < Z20 mg/L and TSS >30 < 150 mg/L 'Effluent #2 = BODS < 30 mg/L and TSS < 30 mg/L The Department of Commerce is an equal opportunity service provider and employer. If you need assistance to access services or need material in an alternate format, please contact the department at 608-266-3151 or TTY 608-264-8777. $BD-8330 (R.07/00) Certified Sal Testing ., , '/ + :' r '' ~ ..~ ~~~ 2' i p J 3 9 J ~ pp d of ~ ~ ,~' ~, ~ ~ f~ f Z ~ s ~~ i ~ ~ o ~ f~ ~ ~ 3 6 i 0 1 ^1 V 3 ~ .,, ~ ~ ~~ i ~ ~ ~ i ;~ ~ t '^ ~ 3~ ~ ~ ~ r Y ~ ~ ~ 0 0\ 9 ~ r. ,. ~'r 2 Y CF I~ i J. o~ ~ `~ ~1 ~ ~ ~p~ o ~ J _ v ~' / *~ 9 ~~\~~~~ 1 ~ 0 ~. , -s ~ u " ~` ~` ,, 0 d "' a J 0 c./~ .~,- J ~Q .-i ~` cr ~'° q: ~ a ~~ ~ R N ~ s ~ ..~ f ~^ J v 4.` ~ +^ 0 v -o ~~ ~~~ ~. ~ ~ ~ ~ ~: ~ .~ ~ fl ~ -i ~9~ Q. d ~ ~ .~. r ~ i y ~ 4n r~ ~ ~ (~ ~ ~ ~-1 +J M1 ~' 'ORIGINAL • ~~ I~ ~ ~°~`~~~ ~ 1396 Wisconsin Qepartment of Commerce SOIL EVALUATION REP RT age 1 of 3 Division of Safety and Buildings in accordance with Comm 85, Wis. Adm. Code ~ ~ Certified Soil Testing ounty Attach complete site plan on paper not less than 8%: x 11 inches in size. Plan must i l d b t li i d t f i ~ .;- ; ,; ., , ,. St. Croix "T nc u ut no m te e, o: vertical and horizontal re erence po nt (BM), direction and - ... percent slope, scale or dimensions, north arrow, and location and distance to nearest road. Parcel EOiJ! i .; r -~ i _- ding Please print all information. Reviewed By Date Personal information you provide may be used for secondary purposes (Privacy Law, s. 15.04 (1) (m)). Property Owner Property Location Holldorf, Tim & Lori Govt. Lot NE 1/4 NE 1/4 S 24 T 28 N R 16 W Property Owner's Mailing Addres; Lot # Block # Subd. Name or CSM# 253 320th St. Pending City State Zip Code Phone Number ~ City Village Town Nearest Road Wilson ~ WI 54027 715-772-4648 Eau Galle 270Th St. New Construction __ Use: ~ Residential /Number of bedrooms 3 Code derived design flow rate 450 GPD !, Replacement ~ _ Public or commercial -Describe: Parent material till Flood plain elevation, if applicable NA General comments and recommendations: install 4'x112.5' rock unit mound on 97.0 contour as upslope edge of rock w/ 1.6' sand fill for 3 br ^ Boring # Boring /' Pit Ground Surface elev. 103.2 ft. Depth to limiting factor ~ 6 in. Soil Application Rate Horiz Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GP DIftz in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 'Eff#2 1 I 0-4 7.5YR 3/2 - sl 2 m gr mvfr cs 2f1 m .5 .9 2 ~, 4-8 ~ 7.5YR 3/2 - sl 2 f sbk mvfr cs 1f .5 .9 ---}- 3 ! 8-16 7.5YR 4/3 - sl 3 m sbk mvfr cs 1f .5 ~ 9 4 j 16-24 -----~- 7.5YR 4/4 c2d 10YR 6/2 sl 2 m sbk mvfr - - .5 .9 i ---- --- fi--- I occasional gy si coats on peds in horizon 3 Boring # ..~ Boring . [J Pit Ground Surface elev. 97.0 ft. Depth to limiting factor 17 in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GP D/ft' in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. ~Eff#1 'Eff#2 1 0-3 7.5YR 3/2 - sl 2 m gr mvfr cs 2f1 m .5 .9 2 3-10 7.5YR 3/2 - sl 2 f-m sbk mvfr cs 1f .5 .9 3 ~ 10-17 7.5YR 4/3 - sl 3 m sbk mvfr cs 1f .5 .9 4 j 17-30 7.5YR 4/4 f2d 7.5YR 5/6,5/3 sl 2 m sbk mvfr - - .5 .9 mottling becomes cap 7.5YR 5/8,5!3 below about 26" Effluent #1 = BODS > 30 < 220 mg/L and TSS >30 < 150 mg/L 'Effluent #2 = BODS < 30 mg/L and TSS _< 30 mgr CST Name (Please Print) Signatur : CST Number Henry F. Grote 222774 Address Certified Soil Testing Date Evaluation Conducted Telephone Number E. 4366 353rd Ave., Menomonie, WI 54751 8/30/2002 715-233-0398 _ , ~~ Property Owner Holldorf, Tim & Lori Parcel ID # ^' 6 a. CSM Pending Page 2 of 3 Boring # --!~ Boring Pit Ground Surface elev. 100.5 ft. Depth to limiting factor 13 in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 'Eff#2 1 0-3 7.5YR 3/2 - sil 2 m gr mvfr cs 2f1 m .5 .8 2 3-7 7.5YR 3/2 - sil 2 f sbk mvfr cs 1f .5 .8 3 7-13 7.5YR 4/3 - sil 3 m sbk mvfr cs 1f .5 .8 4 ~ 13-18 7.5YR 4/3 c2d 10YR 6/2 sil 2 m sbk mvfr cs - .5 .8 5 ' 18-27 7.5YR 4/4 - sil 3 m sbk mfr cs - .5 .8 6 i 27-44 7.5YR 4/4 f3f 7.5YR 5/3 sil 0 m mvfr - - 0 .2 common gy si coats on peds in horizon 4 ^ Boring # --a Boring ,~!'; Pit Ground Surface elev. 97.0 ft. Depth to limiting factor 2$ in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots ' in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 'Eff#2 1 0-6 10YR 3/2 _ sil 2 m sbk mvfr cs 1f .5 .8 2 j 6-16 10YR 4/4 _ sil 2 f-m sbk mvfr cs 1f .5 j .8 3 1 16-28 10YR 4/4 - sil 2 m sbk mvfr cs 1f .5 .8 4 28-48 10YR 4/4 f2f 10YR 6/2 sil 0 m mvfr - - 0 .2 --- i common gy si coats on peds in horizon 2; occasional gy si coats on peds in horizon 3 Boring # .:_-i Boring /f Pit Ground Surface elev. 96.1 ft. Depth to limiting factor 31 in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots ' in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 'Eff#2 1 0-4 10YR 3/2 - sil 2 m sbk mvfr gs 1f/m .5 .8 2 ~~ 4-7 1t)YR 3/2 - sil 2 m sbk mvfr cs 1f .5 ~~ .8 3 ~! 7-18 10YR 4/4 _ sil 2 m sbk mvfr cs 1f .5 8 4 i 18-25 10YR 4/4 _ sil 2 m sbk mvfr cs 1f .5 .8 5 i 25-31 10YR 4/4 - sil 0 m mvfr cs - 0 i .2 6 ~ 31-48 10YR 4/4 f2d 10YR 6/2 sil 0 m mvfr - - 0 .2 common gy si coats on peds in horizon 3 ' Effluent #1 = BODS> 30 < 220 mg/L and TSS >30 < 150 mg/L * EfFluent #2 = BODS < 30 mg/L and TSS < 30 mg/L The Department of Commerce is an equal opportunity service provider and employer. If you need assistance to access services or need material in an alternate format, please contact the department at 608-266-3151 or TTY 608-264-8777. SBD-8330 (R.o7/o0) Certified Soil Testing r ~~ 3 -1 M ~ S p J 3 9 J ~dp ! ~ i n~ ~ ~ ~~ J ~ 2 i f ~,, i ~ ~ o, s- S ~ s s n~ 0 C~ } 0 0 ~~ .y O J d LS v d ~` ~ ~'° s i,( s ~ ~ 3°f ~~ 4 Q4_~ ,./ ./ G 0 r m d ,~ .S .~ ~ ~~ ~ ~ d . i ~9 o d -~ ~ . j ~A~ `~ 7 ~~ ~~ ~ ~ ~ 3 .., ~' v ~~ o~_a " ~ ~ . ~ d ~ r d ~ v ~~ ~ x ~ > s . ~ ~ o T g~ . ~~ ~ { ~ 7 0 ~~ zF--~' d a J ~~ u ~ d r Q1 ~ N ~ 1 r~- 0 N 6 P 0/ ~ \l f Y ~ ~~~~ ~ Via: ~~ ~ ` ~ f / e^ .-, .~, ~ ~ '' 0 M :~ I s o ~ ~ ~ *~ ~~ ~~ s ~ ~~~~ ~ \~ ~ a~ ., ~ ~ 0 C~~"'a ~`r ~ y R P j '1 R °i C 7 ~ O / ~ r ~~.5 M~ l~1 0 M1 o~ r~ \ \ _ ~ ~ O. , ST CROIX COUNTY SEPTIC TANK MAINTENANCE AGREEMENT AND OWNERSHIP CERTIFICATION FORM OwnerBuyer ~ -n i11 D~I~~~ Mailing Address o~t ~ 3 ~ ~d ~ ~ ~,~' Property Address oPZ7 ~ ~h ~ (Verification required from Planning Department for new City/State ~t ~S dyl C~l~ Pazcel Identification Number 0~8 ~~ ~~- ~~ ''f 07~( ,.353~'~'o)I LEGAL DESCRIPTION Property Location I/~' '/4, /1~2' 1/4, Sec. ~ T~N-R l b W, Town of ~u ~?~ ~e . Subdivision .Lot # ~_. Certified Survey Map # ln~~ 6 l /~ ,Volume Page # ~ Warranty Deed # ~i f~~ , Volume ~7~.~ ,Page # 33~ Spec house ^ yeses no Lot lines identifiable ~l, yes ^ no SYSTEM MAINTENANCE Improper use and maintenance of your septic system could result in its premature failure to handle wastes. Proper maintenance consists of pumping out the septic tank every three years or sooner, if needed by a licensed pumper. What you put into the system can affect the function of the septic tank as a treatment stage in the waste disposal system. The property owner agrees to submit to St. Croix Zoning Department a certification form, signed by the owner and by a masterplumber, joumeymanplumber, restrictedplumber or a licensedpumperverifying that (1) the on-site wastewaterdisposal system is in proper operating condition and/or (2) after inspection and pumping (if necessary), the septic tank is less than 1/3 full of sludge. Uwe, the undersigned have read the above requirements and agree to maintain the private sewage disposal system with the standards set forth, herein, as set by the Department of Commerce and the Department of Natural Resources, State of Wisconsin. Certification stating that your septic system has been maintained must be completed and returned to the St. Croix County Zoning Office within 30 day~s,/of the three yeaz expiration date. J/'~''~` ~ l0 / 30/ ~!Z SIGNATURE OF APP CANT DATE OWNER CERTIFICATION I (we) certify that all statements on this form are true to the best of my (our) knowledge. I (we) am (are) the owner(s) of theKproyperty~df e~scQri~bed above, by virtue of a warranty deed recorded in Register of Deeds Office. SIGNATURE OF APPLICANT DATE ****** Any information that is mis-represented may result in the sanitary permit being revoked by the Zoning Department. ****** ** Include with this application: a stamped warranty deed from the Register of Deeds office a copy of the certified survey map if reference is made in the warranty deed ~l0!.17~~iPa~~:~~6 I • STATE BAR OF WISCONSIN FORM 2 • 1999 Document Number WARRANTY DEED 1•his Deed, made between Richard Gedatus Grantor, and Tim E. Holldori Grantee- Grantor, for a valuable consideration, conveys and warrnnts to Grantee the following described real estate in St. Croix County, State of Wisconsin (if more space is needed, please attachadderdtun): Part of the Northeast Quarter of the Northeast Quarter (NE 1/4 of NE 1/4) of Section Twenty-four (24), Township Twenty-eight (28) North, Range Sixteen (l6) West, Town of Eau Galle, St. Croix County, Wisconsin, more p<uticulxriy described as: Lot One (l) f Certified Survey Map filed October 25, 2001, in Volume 15 o ert ~c purvey Maps, at Pa a 4198 s Qocur nt No. 660113, office of the Register of Deeds for St. rotx County. tscrons 2001 008-1069.10 Parcel Identification Number (PIN) This iz not homestead yropem. Exceptions to warranties: Easements and restrictions of record. Dated this 29 (is not) ~.k~„~ ~ • Richard Gedatua of ied -- w , TITLES MEMBER S'fATE DAR OF WISCONSIN to me known to be the persons vhdexe ig pf not, _ instrument and awledge a sam ~ „ +,. ~ '~ ' authorized by § 706.06, Wis. Stats.) ~ "' •~'~+` `i-k~-~----- T1i15INSTRUMENT WAS DRAFTED BY • T/tllUvttA1 A • •'!'t~SA~7.9~-~- ---.-- - Thomas A. McCormack- _ __! Notary Public, Slate of Wisconsin all"Idn'iri, WI54W2 __ My Commission is permarsen not, state ex uatron dntc (Signamresmay be xwhenticated or acknowledged. Boih are not necessary.) - ---- ~ Ai1THENTICATION ACKNOWLEDGMENT Signatures, STATE OF WISCONSIN 1 -- - --' ---_ - - --- - ) ss. --------------- .__-- St. Croix County ) authenticated this day of , ._-_-___,_,- , _-___ - perso/nally came before me this _ _ ` ~.~ Get 4 ~C., 2001 ~[)tt - -- - _ __. Ric and Gedatus • _ _ -----r~~ i ' Names or persons signing in any capacity must be typed or printed below their signature. WARRANTY DEED STATE BAR OF WISCONSIN FORM No. 2 • 1999 day of OMober Recording Area 661323 KRTHLEEN H. WALSii REGISTEk OF DEEDS ci'f. CROIX CD., WI kECEIVED FOk RECORD 11-06-2001 1:45 GM idAfikANTY DEED EXE11Pi it CEkT CDPY FEE: COPY FEE: TP.ANSFER FfE: 135.00 RECORDING FEE: 11.00 PAGE5: 1 ~~I~g,~¢~ettmAddre,~5•~ ~ ,y ~oae- ~d~rt.t~s~1~u~ ~,.. Baldwin. W[ 54002 Infumation eoo-ass~zoz~ 13 A ' ~ 66oii3 YA-I'HLEEN H. WALSH REGISTER OF DEEDS ;;;7. GROIX G0, WI RECEIVED FOR RECaRD 10-25-2001 9:45 AM COFY FEE: 3.00 RECORDING FEE: 13.00 CERTIFIED SURVEY MAP L OCATED 1 N THE NE I i4 OF THE NE 1 i4 OF SECTION 24, T. 28N. , R. I6W. , TOWN OF EAU GALIE, ST. CROlX COUNTY, WISCONSIN PREPARED FOR: RICHARD GEDATUS NORTHEAST CORNER ~- SECTION 24 -FOUND 2` IRON PIPE ~y ,UNPLATTED„LANDS, w' $ ~p~~~~lET3 WI N ~ ~ N w ST. Ct:pii:.;[?U.ITY .. r..-mlNm ' S86°40' 35'F g40, 00. F I OCT 2 5 2001 r r ~ 5 . 96' ~' ~ 33+ r r EAU : GA E R 1 VER 33. O4' II if net re.:c+ue~ ~•`~°''~~ i ~'~ d~Ys of C 2 ~ r' I I aGYfO~"i ~`~ie a,~provel Shall Ge Q r r 0 33 H r.~'' :-aA vnid ~ e i i Opp• ~.,:~ y m D - y :m •x w crl ro z Q ~~ r n ~ I' ~ I W m : y ~'` ' ,' r, 5. 99 ACRES : y •" ~' : m z,. , a m 1 ~' ~a y ; p :z r ~ 1`~ 2fif,014 SO. FT. :~ ~,~ + °' m O {' 5. 63 ACRES EXC. RiW • a m , a ' r' ~ $ : ' 245, 044 S0. FT. ~ ~ ?'~: a ~ 'z^ ~ Z ;m 6 6' Nf -N£ 33. 04' 506. 96' ~~Z 0 SE-NE N86°40'35'W ~ \ 540. 00 SOUTH L !NE OF THE NE-NE $~ _UNPLA,TTED,.tANDS `" N N W A_ U ' m i EAST QUARTER CORNER ~~- SECTION 24 -FOUND 0 1 fi4" fRON REBAR LEGEND ~ SET I"X24" IRON PIPE WEIGHING 1. 13 LBS. PER LINEAR F00T 0 GOVERNMENT CORNER AS NOTED Y• -__ _'`~ aanaes nn. „~ . WEBER ,".r `- sa~os - BEARINGS REFERENCED 70 THE EAST kRMI(iNILLEY '- L ;NE OF THE NE I i4, SECT ION 24. •'' ~ w ~ ~~;~ A~ASURED AS S00°22' 35"W. (ST. y~`• ~ ~~' CROIX COUNTY COORD. SYSTEM) '~:~Q ~'~~` ., suRV~~~~~~~' JAMES M. WEBER 5-1604 0 75 150 300 NELSEN-WEBER L N gURVEYING SHEET 1 OF 2 DATED ~`o•~~~~ 2001rf7B THIS INSTRUMENT DRAFTED 8Y JIM WEBER Vol . ] 5 Page 4198