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HomeMy WebLinkAbout018-1002-30-100n ~ ~ N o Vi (O ~ N Q. N. C ~ > > ~ ~ ~ y ~ f0 N N N ~ 7 Q ~ N ~ ~ ~ ~ O 0 - ~ h ~ y (D 0 O V C tD 3 G ~ A o ~ ~ ~ m ca .D ~ o W ~ c ~ a N O O V ` Q ~ ~`, Z ~ N .~ ~' a c m~ Q ~~ ~~ < ~ = m _m m O m fD C (D m 7 M O Q Q ~ ~ 01 O 7 ~ Q. ~ 01 '-' Z d ° m . N N O O W O O N 0 x cD 0 O c 7 d 0 fD EA Q O S~ S:. o ~ f ~ ° ~ ~ v m ~ ;: o ~ W <° O .3.~ A ~. n N ~ ~ ~' m cNo _ a a N O ~ N A ~ N N 2 A A ~ 3 ~ v v O O O ~- ~~~~ ~~~ v v v ~ ~~ ~ m ~; ~ 3 °-' ~ .. .. D D o c a m y (/l S N N .P C C1 Q fD N <D fD a O "~ ~? Z fD W ~ T C 7 a ~ d o ~ ~ 3 ~ ~ m ~ ~ = 0 0 ~ ~ N f0 ~ °o a _ N W -1 A O O W ~ ~ °o 0 (~q O C 3 ~" ~' .. ~ m ~~~ A 0 ~ ~ y A Z n ~ ~ e- A Z O •• ~ 7 N ~ < fD Z A Z1 ~ v m ~ A d ~r ~. P~ D A~ ~1 R O A7 O O Q fi N N N O O A ... b d0 ?o ~ O ti ~ ~, a 7'-7832$ VOL 19 PAGE 4870 KATAL~EA H. REGISTER OF DEEDS ST. CROIX CO.. 1~II RECEZYED FOR RECORD 10/28/2004 i1s15AM r >r>~ 2 CERTIFIED s URVEY MAP LOCATED IN PART OF THE NORTHWEST 1/4 OF THE SOUTHEAST 1/4 OF SECTION 1 TOWNSHIP 29 NORTH, RANGE 17 WEST, TOWN OF HAMMOND, ST. CROIX COUNTY, WISCONSIN. NOTE: OWNERS: BEARINGS ARE REFERENCED TO RANDALL do LINDA THE NORTH-SOUTH 1/4 LINE OF 2066 110TH AVE SECTION 1, ASSUMED TO BEAR BALDWIN, WI 5ypn. NOO'17'32"E. ~•~ 1 NORTH 1/4 COR FOUND 4" I CONCRETE MON N 00'17'32" E WITHOUT CAPI ~ it ~ ~ 3446.64' `- 33_I 28.84' ~ w IO I N J tO O i v o I ~I~~T/~II l , W I ( I ~ ``' x V °' ~ ~ Z~ IM~~ . '~ I N I I N ~ O C~tI f T to i o ~ ~ I Z Z 100' I (-~ f 29.01' I SOUTH 1/4 COR\~ -N 00'17'32" E ' FOUND 1" I i 1608.94 STEEL MARKER SCALE; 1 ~ ~ 100' oC zs so ioo LYNN '~~ f OQ~ UNPLATTED ' O gURVE ~I~ ~ S 89'42'28 E 517.09' ~ cc.~cca.~~ 488.25' ~ y$ ~ LOT 1 t rn ~1'd~~ bb INC. R-O-W 109062 S F N °i ~ . . 2.50 Ac. I # ~ i , 1 EXC. R-O-W ` i ~ ~ M 1 I 102961 S. F. ~ ^ ~ 2.36 Ac. 0 N 488.08' N 89'42'28" W 517.09' UNPLATfED LEGEND: • SET _314" BY 18" IRON PIN wT 1.50 LBS./FT. -$-COUNTY SECTION MONUMENT (FOUND AS NOTED) -' -BUILDING SETBACK LINE THIS INSTRUMENT DRAFTED BY KEVIN SAMUEL SHEET 1 OF 2 HUMPHREY ENGINEERING Vol 19 Page 4870 c J CERTIFIED SURVEY MAP LOCATED IN PART OF THE NORTHWEST 1/4 OF THE SOUTHEAST 1/4 OF SECTION 1 TOWNSHIP 29 NORTH, RANGE 17 WEST, TOWN OF HAMMOND, ST. CROIX COUNTY, WISCONSIN. SURVEYOR'S CERTIFICATE: I, ROGER L. HUMPHREY, REGISTERED WISCONSIN LAND SURVEYOR S-2188, DO HEREBY CERTIFY THAT TO THE BEST OF MY KNOWLEDGE AND BELIEF THIS MAP IS A TRUE AND CORRECT REPRESENTATION OF PART OF THE NORTHWEST 1/4 OF THE SOUTHEAST 1/4 OF SECTION 1 TOWNSHIP 29 NORTH, RANGE 17 WEST, TOWN OF HAMMOND, ST. CROIX COUNTY, WISCONSIN AND MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCING AT THE SOUTH 1/4 CORNER OF SAID SECTION 1, THENCE NOO'17'32"E 1608.94 FEET ALONG THE NORTH-SOUTH 1/4 LINE OF SAID SECTION 1 TO THE POINT OF BEGINNING; THENCE NOO'17'32"E 210.92 FEET ALONG THE NORTH-SOUTH LINE OF SAID SECTION 1; THENCE S89'42'28"E 517.09 FEET; THENCE SOO'17'32"W 210.92 FEET; THENCE N89'42'28"W 517.09 FEET TO THE POINT OF $EGINNING, SAID PARCEL CONTAINS 2.50 ACRES OR 109062 SO. FT. MORE OR LESS INCLUDING LANDS LYING WITHIN TOWN ROAD RIGHT-OF-WAY. PARCEL IS SUBJECT TO ALL SHOWN EASEMENTS, RESTRICTIONS, RESERVATIONS, AND CONVEYANCES OF RECORD. THIS SURVEY CONOUCTEO AT THE REQUEST OF THE OWNERS: RANDALL & LINDA PAUL, 2066 110TH AVENUE, BALD WIN, WI 54002. t HEREBY CERTIFY THAT 1 HAVE FULLY COMPLIED WITH THE PROVISIONS OF SECTION 236.34 OF THE WISCONSIN REVISED STATUTES AND THE SUBDIVISION ORDINANCE OF ST. CROIX COUNTY AND TOWN OF HAMMOND IN SURVEYING AND MAPPING SAME. EACH PARCEL SHOWN O IS MAP IS SUBJECT TO STATE, COUNTY AND TOWNSHIP LAWS, RULES, AND REGULATIONS (I.E. TLA S, MINIMUM LOT SIZE, ACCESS TO PARCEL ETC.) BEFORE PURCHASING OR DEVELOPING RCE CONTACT THE ST ~~ COUNTY ZONING OFFICE AND THE TOWN OF HAMMONO. It~b ~',~~i~k~~~ OGER HREY, RLS 2188 LAN HIAIAPNREY~~ DATE: l a/z-b' o p APPROVED $..'1~$$ ~ ~ ST. CROIX COUNTY w~~~R.L.E . Planning Zonlna and Parka CommHtee WIS. r1pQ" mho su R~~ .•.~ eta"~ Vol 19 Page 4870 ~~ OCT 2 8 2004 If not rocotded wlthln 30 days o1 approval date approval shall be nu11 end void SHEET 2 OF 2 Parcel #: 018-1002-30-100 06/22/2009 08:46 AM PAGE 1 OF 1 Alt. Parcel #: 01.29.17.146 018 -TOWN OF HAMMOND Current ^X ST. CROIX COUNTY, WISCONSIN Creation Date Historical Date Map # Sales Area Application # Permit # Permit Type # of Units 10/28/2004 00 0 Tax Address: - _. Owner(s): O =Current Owner, C =Current Co-Owner O -BRIGHTBILL, CRAIG M & ANDREA K CRAIG M & ANDREA K BRIGHTBILL 1129 205TH ST BALDWIN WI 54002 Districts: SC =School SP =Special Property Address(es): * =Primary Type Dist # Description * 1129 205TH ST SC 0231 BALDWIN-WOODVILLE AREA SP 1700 WITC Legal Description: Acres: 2.500 Plat: 4870-CSM 19-4870 018-04 SEC 01 T29N R17W PT NW SE CSM 19-4870 Block/Condo Bldg: LOT 1 LOT 1 (2.5 AC) Tract(s): (Sec-Twn-Rng 40 1/4 160 1/4) 01-29N-17W NW SE Notes: Parcel History: Date Doc # Vol/Page Type 07/05/2005 799299 2835/465 EZ-U 11/02/2004 778718 2687/579 WD 10/28/2004 778328 19/4870 CSM 06/16/2004 766004 2596/564 EZ-U more... 2009 SUMMARY Bill #: Fair Market Value: Assessed with: 0 Valuations: Last Changed: 11/04/2008 Description Class Acres Land Improve Total State Reason RESIDENTIAL G1 2.500 36,500 155,300 191,800 NO Totals for 2009: General Property 2.500 36,500 155,300 191,800 Woodland 0.000 0 0 Totals for 2008: General Property 2.500 36,500 155,300 191,800 Woodland 0.000 0 0 Lottery Credit: Claim Count: 1 Certification Date: 06/06/2008 Batch #: 08-14 Specials: User Special Code Category Amount Special Assessments Special Charges Delinquent Charges Total 0.00 0.00 0.00 Wisconsin Department of Commerce PRIVATE SEWAGE SYSTEM Safety and Building Division ~ ,i INSPECTION REPORT GENERAL INFORMATION (ATTACH TO PERMIT) Personal information you provide may be used for secondary purposes [Privacy Law, s.15.04 (1)(m)]. Permit Holder's Name: City Village X Township Bri htbill, Crai Hammond Townshi CST BM Elev: !oo Insp. BM Elev: /oo BM Description: ~ VV~ ~ G ~' TANK INFORMATION TYPE MANUFACTURER CAPACITY Septic ~ /~; 2~. fC ~ z Dosing Q.~+lVOb ~CJ~-~ Gti~ N ~/~-C./ Holding _. TANK SETBACK INFORMATION TANK TO P/L WELL BLDG. Vent to Air Intake ROAD Septic 1 ~/-_ Zg ~ ~~ / `r Dosing 7 ~ ~ / 7 ~ / !~ Aeration Holding PUMP/SIPHON INFORMATION Manufacturer ~ 1 ~ Demand o Y.l GPM Model Number ~ ~ ~~~ / _1 TDH Li~ ~ L.~ Friction Losb~ System Head~~ TDH Q~FItD J ~ Forcemain Leng~~ ~ Dia. 2// Dist. to Well ~ ^ SOIL ABSORPTION SYSTEM /~- county: St. Croix Sanitary Permit No: 463184 0 State Plan ID No: Parcel Tax No: Section/Town/Range/Map No: 01.29.17. ELEVATION DATA STATION BS 7.4 7 HI ~o7•g~ FS ELEV. ~~ Benchmark ~.~1 ~'~,3~ /db Alt. BM ~ Bldg. Sewer ~ ,S3 9,~. SUHt Inlet ~0 . z, 9 7.77 SUHt Outlet ~ Dt Inlet Dt Bottom ~ 3 .5"7 9 y. Header/Man. ~'$ ~d3• /~ Dist. Pipe ~~ ~ /03 ~ 5 Bot. System rj' 39 /b Z . S ~ Final Grade ~ $ !Q ~ ~ /C St Cover ~~ ~.3~ ~03 G`l BED/TRENCH Width ~ Length ~ No. Of Trench PIT DIMENSIONS No. Of Pits Inside Dia. Liquid Depth DIMENSIONS G Q D / ~ ~ \ SETBACK SYSTEM TO P/L BLDG WELL LAKE/STREAM LEACHING Manufacturer: INFORMATION CHA BER OR Type Of „Syst e~: 5 I / ~~~ ~~ ' I I , ~ u Model Number. O DISTRIBUTION SYSTEM L...~G-, Header/ManifCJol ~ ~/ ff th Z ~ Di ~ Z L Distributin / ~ '~ ~ / Pi e s T`~7f C//~~\ C th 'T / L S i ~ /~ `~ x Hole Size / ~ I ' x Hole Spacin~jg , z Ve t to Air Intake ~ ~° /~ eng a eng Dia pac - ng g SOIL COVER x Pressure Systems Onty xx Mound Or At-Grade Systems Onlv Depth Over / Depth Over xx Depth of xx Seeded/Sodded xx Mulched Bed/Trench Center / ~ 5 -7 Bed/Trench Edges Topsoil ( (~ t 'r~^ es ~ No es ~ No COMMENTS: (Include code discrepencies, persons present, etc.) Inspection #1:~/~/~ Inspection #2: ~~ / ZZ/ fly Location: 1129 205th Street Hammond, WI 54015 (NW 1/4 SE 1/4 1 IT29N R17W) NA Lot 1 C~'~ Parcel No: 01.29.17. 1.) Alt BM Description = ~°`'"N~ '~"' L-, OC~GS 6'r\, ®~O Cn.j JS ~ . 2.) Bldg sewer length = 30 ~ ~' ~ ~''~-~ ~ ' ` - amount of cover = ~ i Plan revision Required? ~'; Yes No ~ ( i I~ I ~ Use other side for additional information. I, ~ ` ~~I I_ _ ` ~ ~ _ SBD-6710 (R.3/97) Date Insepct Sign re Cei I F.; w, afety and Buildi County ~ . ~• ton Av ., P.~9~?a , ~ C•~~ ,~CO~~In ~ I 5 07 - 71 I V 'tary ermit Number (to be filled in by Co.) Department of Commerce 663151 ,~?,1g' Sanitary Permit Applicatio ber ~~~ an I.D. Num In accord with Comm 83.21, Wis. Adm. Code, personal information ou prt~id~ROUC COUN p ~ ~~ o ~ ~ T~S' ~Q~ may be used for secondary purposes Privacy Law, s15.04(1 ZONING OFFIC roj Address (if different than mailing address) I./~ Application/Information lease Print All Inform h oq b , ; / ,,L ~ 1z 9 ~Q~'{~ S_/ Property Ow er's Na me Parcel # Lot # Bock # ,l~a. ~ w~ h L..a ~ ~ ei8-/QDa -30-000 Property Owner's M ailing Address Property Location ao ~~ !to ~ ~vE• / ~W '/ ~ ~ 'b S ti ity, State C Zip Code Phone Number a, , ec on /~ / /7 a ~d Cam' 1 h ~ e ~ ~/ (~ O -j ~ S !o ~ y 3 d ~Y {circle e) ~~ /~ ~ II. Type of Building (check all that apply) at,p ~ y~„~,,, T N; R Eo ~ ~Q 1 or 2 Family Dwelling -Number of Bedrooms ^^ ivision a CSM Number • , /~ u- y, ~ ~F+ I ,[ ^.Public/Commercial -Describe Use t~f Wloty. Pto ~ To~ 1`~ P ~ ~ ^ State Owned -Describe Use vv. ~Gt.d2.ht `~ ^Ciity Village ®Township of /~t OI,rW'>T~'tt7vt~ III. Type of Permit: (Check only one box on line A. Complete line B if applicable) A. ~Vew System ^ Replacement System ^ TreatmenUHolding Tank Replacement Only ^ Other Modification to Existing System B. ^ Permit Renewal ^ Permit Revision ^ Change of ^ Permit Transfer to New List Previous Permit Number and Date Issued Before Expiration Plumber Owner et / IV. Ty a of POWTS S stem: (Check all that a 1) ~)C `TD = 200 ^ Non -Pressurized In-Ground ^ Mound > 24 in. of suitab soil ®. Mound < 24 in. of suitable soil ^ At-Grade ^ Sin Filter ^ Constructed Wetland ^ Pressurized In-Ground ^ Holding Tank ^ Peat Filter ^ Aerobic Treatment Unit ecirculating Sand Filter ^ Recirculating Synthetic Media Filter ^ Leaching Chamber ^ Drip Line ^ Gravel-less Pipe ^ Othe xplai V. Dis ersal/Treatment Area Information: ~. Q0. Design Flow (gpd) Design Soil Application Rate(gpdst) Dispersal Area Required (sf) Dispersal Area Pr sed (sf) System Elevation ~/ ~4 Soc.V a ~o t;~.,P,,,~ t . o y S~ ~ ~a VI. Tank Info Capacity in Total Number Manufacturer ~ Prefab Site Steel Fiber Plastic Gallons Gallons of Units ~/ ~. / 0~ ~ Concrete Constructed Glass New Existing ( ~~1~~~~ Tanks Tanks tT« Septic or Holding Tank ~ / ~ G o ~ ~ ~ Aerobic Treatment Unit ~ p ~ ~ (~;,y~.y~-Q r Dosing Chamber ` 8 O VIL` Responsibility Statement- I, the undersigned, assume responsibility for insta tion of the POWTS shown on the attached plans. Plumber's Na me (Print) Plumber's Si gnature M PRS umber Business Phone Number N ~.n h /Il~ ~.ti l~ ~ l ~ ~ a ~ ~ s ~z t+ s- ? y 9- 3 3 ~~-- Plumber's dre ss (Street, City, State, Zip Code) ~ ~ ~ ~~ w ~ ~ RD b ~ ~ ~-.s w ~ rya a 3 VIII. Count /De artment Use nl Approved ^ Disapproved Sanitary Permit Fee (' dudes Groundwater D ate Issued Is uin Agent Signatur (No Stamps) ^ Owner Given Reason for Denial Surcharge Fee) ~ 25-~ - `~C .7 . 0 `~ IX. Conditions of Approval/Reasons for Disapproval SYSTEM OWNER: 1 Septic tank, effluent filter and dispersal cell must all be serviced /maintained as per management plan provided by plumber. 2. All setback requirements must be maintained as per applicable code/ordinances.. attach complete plans (to the County only) for the system on paper not less than 81/2 x 11 inches in size SBD-6398 (R. 01/03) ..: .._~. ',.~-:. F F ~' ~ V ~ O a ~ ~ c ~, n V ~~ n K ', s ;~ O. ~ E'X~'s6'~ F,c/dd ~9~~ ~ ~i~lr/ayuaL'on p%E • ~, ~3~~;~ radt e l ev~.'~~ ~„ lea.-d y P•c.K./~ Sec- . 1, Tir. s F f+~2.nr~ard, Sf . ~mi k roy~/. Proposa.d mcknd af, 2S. ~//X ///.9S'w/ dr5E-'i6~..Ei'on/a6r/a/sad a'i 1'8"O'ri ~ CAS Sfd ced a~ z. 53,• Pro pestd Pra posed well ~ 3 6.~~^ res.~~~ ~v'a, e ~/O /4 bench ~ P ~~ r 0 0 •~ ~ ~ g 4 _ ~ P>~- ~ -~ ~ ^ -^ ~ - \` ~ ~ P~opose.d W~tscr - `, i conc. wc,p/2G0/BcOnr~ -- - ~ $~51oPe wlY~,b~/,¢-iob e~Ff~acr~f - ~ ~ - ~hro~J ~ ~. !Ec/a.t S.T. ocd~ct • i i I ~~ S~ ylf~`'` !1~ ll ~ ~~ ~ II I 1 - :.III ~ ~~ a ,III ~ ~i 33 ~.li L~ i ~ Ysu~, yoP.re. 5~: w;,~ ~ l ~ ,,, ~. . stwei•. robs inSa d~ 11 ~ ~ as ~ocr Cod t • ~ ~l I ~' I E. d, i "S~.~P.cIC ~~ l/ ~ Sul (aru~l~ at ~ ~ ~+ ~ .o l latt. . ./wrcurta~ ~ /i ~~ o I Erew - 9B. Iq ~ ~ ~~ ~~ 89° Slime ,_ / 1/ (31~ Iv 0o Yz"s~• •ncd a lei' ' ~~ ~, SG't ~~ yea. 08 Pq . goy 9 ' , ' commerce.wi.gov ^ ^ ~sconsin Department of Commerce Safety and Buildings 10541 N RANCH ROAD HAYWARD WI 54843 TDD #: (808) 284-8777 www.commerce.wi.gov/sb/ www.wisconsin.gov Jim Doyle, Governor Cory L. Nettles, Secretary October 18, 2004 CUST ID No.222781 HENRY J NECHVILLE 967 HIGHWAY 65 ROBERTS WI 54023-8510 ATTN.• POWTS Inspector ZONING OFFICE • ST CROIX COUNTY SPIA 1101 CARMICHAEL RD HUDSON WI 54016 CONDITIONAL APPROVAL PLAN APPROVAL EXPIRES: 10/18/2006 Identification Numbers Transaction ID No. 1067182 SITE• Site ID No. 690514 Randy Paul Please refer to both identification numbers, 205TH St above, in all corres ondence with the a enc . Town of Hammond St Croix County NW1/4, SE1/4, S1, T29N, R17W FOR: Description: New mound, 3 bedroom residence Object Type: POWTS Component Manual Regulated Object ID No.: 984855 Maintenance required; 450 GPD Flow rate; 16 in Soil minimum depth to limiting factor from original grade; System(s): Mound Component Manual -Version 2.0, SBD-10691-P (N.O1/O1) 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. No person may engage in or work at plumbing in the state unless licensed to do so by the Department per s.145.06, stats. The following conditions shall be met during construction or installation and prior to occupancy or use: General Approval Conditions: • This system is to be constructed and located in accordance with the enclosed approved plans and with the design manuals noted above. • In the event this soil absorption system or any of its component parts malfunctions so as to create a health hazard, the property owner must follow the contingency plan as described in the approved plans. In addition, the owner must insure that the operation, maintenance and monitoring duties as described in section VIII of the mound component manual are complied with. A copy of this information must be given to the owner upon completion of the project. Key Item(s) (l ~'~ pE u S i~ The system elevations have been changed by the reviewer to consistent with the plumber's plot plan and the CST's plot plan. 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. HENRY J NECHVILLE Page 2 10/18/2004 • Surface water drainage shall be diverted away from the system area per Mound Component Manual. • 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 exceptions to the setbacks. 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 constructioniinstallationloperation. 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, operati rr'oi• maintenance of the POWTS. ~ely, -~ Patricia ~ rf POWTS Plan Reviewer , Inte atE (715)634-7810, Fax: (715) -' pshandorf@commerce.state.wi.us M-f 7:45 am - 4:30 pm Fee Required $ 175.00 Fee Received $ 175.00 Balance Due $ 0.00 WiSMART code: 7633 cc: Leroy G Jansky, Wastewater Specialist, (715) 726-2544 ~ 1 MOUND AND PRESSURE DISTRIBUTION COMPONENT DESIGN Residential Application INDEX AND TITLE PAGE Project Name: Randy Paul 3 bedroom residential mound Owner's Name: Randy Paul Owner's Address: 2066 110th Ave. Baldwin, WI 54002 Legal Description: NW1/4SE1/4, Sec 1, T.29N., R.17W. Township: Hammond County: St. Croix Subdivision Name: Proposed CSM Lot Number: na Block Number: na Parcel I.D. Number: Plan Transaction No.: age Page 4 Page 5 Page 6 Page 7 Page 8 Page 9 018-1002-30-000 "' x:~m ~ ~~ 4~ ~k~ye~`~~~y t ~~' ~RGEV Page 1 Index and title ~ ,~ of ~` ~U~~O Page 2 Data entry `~~`' ~ P 3 Mound drawings >k s~ -~ Lateral and dose tank System maintenance specifications Management and contingency plan Pump curve and specifications Site Plan Soil Evaluation Report Designer: Henry Nechville License Number: Date: 09/17/04 Phone Number: Signature: 222781 715-749-3322 Designed Pursuant 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 3.0 (03/01/01) Page 1 of 9 Mound and Pressure Distribution Component Design Design Worksheet S it e Inf onnation _ _ _ _ (r or c) , ~ R _ --- Residential or Commercial Design 300.00 Estimated Wastewater Flow (gpd) 1.50 Peaking Factor (e.g. 1.5 = 150%) 450.00 Design Flow (gpd) 8.00 Site Slope (%) 11~C.?, b` ontour Line Elevation (ft) __1_6.00 Depth to Limiting Factor (in) 0.60 In-situ. Soil Application Rate (gpd/ft2) Distribution Cell Information 90.00 Dispersal Cell Length Along Contour (ft) _ 1 00~ Dispersal Cell Design Loading Rate (gpd/ft2) -- 1~ Influent Wastewater Quality (1 or 2) Pressure Disribution Information (c or e) c; Center or End Manifold 2.50 Lateral Spacing (ft) 41 Number of Laterals 0.125) Orifice Diameter (in) (e.g. 0.25) 2.50 Estimated Orifice Spacing (ft) _ 2.00 Forcemain Diameter (in) _40.00 Forcemain Length (ft) 94.00 Pump Tank Elevation (ft) 6.50 System Head (ft) x 1.3 5~.~~ - . Vertical Lift (ft) 0.76 Friction Loss (ft) Total Dynamic Head (ft) . . ~- ~, Lateral Diameter Selection in. dia. o tions choice 0.75 _~~____. 1.00 x ; ___, 1.25 x 1.50 x ~-__._ X___..._~ 2.00 x ; _ 3.00 x _ _ . Note: Sand fill (D) calculations assume a Table 83-44-3 in-situ soil treatment for fecal coliform of <= 36 inches. 5.00 Celt Width (ft) Are the laterals the highest point _ in the distribution [_ _ Y _ network? Enter Y or N If N above, enter the elevation (ft) of the highest point. ~ ____~____ _: 6.25 ft2/orifice Does the Forcemain drain back? ~____ _ _y_ __- __ Enter Y or N 6.52 Forcemain Drainback (gal) 81.25 5x Void Volume (gal) 87.77 Minimum Dose Volume (gal) 29.66 System Demand (gpm) Manifold Diameter Selection in. dia. o tions choice 1.25 x I 1.50 x ~ x 2.00 3.00 ___..__.-__ __,.._~ (j ~ ~ ~ /~ Gallons/Inch Calculator (optional) -- , Treatment Tank Information 800.64 Total Tank Capacity (gal) ;_1200\800 Septic Tank Capacity (gal) ___ _36.00 Total Working Liquid Depth (in) .,Wieser Concrete _ _ Manufacturer 22.24 gal/in (enter result in cell 649) Dose Tank Information Effluent Filter Information 800.641 Dose Tank Capacity (gal) 'Zabel jFilter Manufacturer 22.24: Dose Tank Volume (gal/in) jA100 ';Filter Model Number Wieser Concrete 1Manufacturer Project: Randy Paul 3 bedroom residential mound Page 2 of 9 Mound Plan View i- 1 /l. __~ ~ B : • ~ ' ~ ~ ~ ~ ~ ~ Observation Pipe ~ ~ ~ 0 ' K . T`~~1- .5. . ":¢} :B ..0 .'.' ~. '... . I L Mound Component Dimensions A 5.00 ft E 24.80 in 6 90.00 ft F 9.50 i n D 20.00 in G 0.50 ft 450.00 (ft2) Dispersal Cell Area 5.00 (gpd/ft) Linear Loading Rate Aggregate Dispersal Area 10~.,~-~ Finished Grade -~65-21--fft) H 1.OOft K 10.98ft I 13.26ft L 111.95ft J 7.16 ft W 25.41 ft 1643.09 (ft2) Basal Area Available 9.00 (ft) 1/10 B Obs! Pipe Placement ~t H / ~ . f~ii~f~ ~'{iii. / U ~ ~ C~ teral L>~, c 5 F . . : : : : : : : : : : : Dispersal Cell 193-92'~ft) La ,eft)-~ - Invert Dispersal Cell ;:~~: :: ;:::::::::::~:~:~:::. ~ Elevation ~: E ~:~::~~:~:~:~~~: D ~~~~~~~~:::~'::::~:~::::•. 8.0 % Site Slope Shading Key 1^ Topsoil Cap Q ~~~~~ Subsoil Cap Q 0 ASTM C33 Sand ~`,`-`,`-;. Tilled Layer Q5 ~ Aggregate Mound Cross Section View ~ ~~~ o a 1.5 ft c H O ~a ~° ~ 0.5 ft °' v a Contour Elevation /~ Geotextile Fabric Cover ro; T ~~ See lateral details on Page 4 for number, size, and spacing of laterals. Laterals are equally spaced from the distribution cell's centerline in the distribution cell (AxB). -t -1 _f _l Project: Randy Paul 3 bedroom residential mound Page 3 of 9 ~--- A Center Connection Lateral Layout Daigram Force main connection via tee or cross to manifold at any point. Laterals are identical I P •=Turn-up+m'ball valve or IEY.-~IExl2 I xl2~l cleanoutplug Holes drilled on the bottom of the lateral. Laterals & force main of PVC Sch 40 per COMM Table 84.30.5 I S Number of Laterals 4 Lateral Diameter 1.50 in Lateral Length (P) 44.28 ft Lateral Spacing (S) 2.50 ft Lateral Flow Rate 7.41 gpm System Flow Rate 29.66 gpm Total Dynamic Head 16.18 ft Orifice Diameter 0.125 in Orifice Spacing (X) 2.53 ft Orifices per Lateral 18 Orifice Density 6.25 ftz/orifice Manifold Length 2.50 ft Manifold Diameter 1.50 in Forcemain Velocity 3.03 ft/sec Dose Tank Information Locking cover with warning label and locking device and sealed watertight Electrical as per NEC 300 and Comm 16.28 WAC ~ 4 in. min. Disc\ nect Tank component is properly vented Wieser Concrete Ca acit 800.64 Volume 22.24 Manufacturer Gallons gal/inch Dimension Inches Gallons A 17.89 397.98 B 2.00 44.48 C D Total 4.11 12.00 _. 36.00 91.30 266.88 800.64 A B C D under tan Alarm Manuafacturer LevelArm Alarm Model Number DLV Pump Manufacturer Zoeller Pump Model Number BN 98 Pump Must Deliver 29.66 gpm at 16.18 ft TDH ~ Alternate outlet location Forcemain diameter ~ 2 in. Weep hole or anti- siphon device P, ump off elevation (ft) ~- 95.00 Do• se tank elevation (ft) 94.00 Project: Randy Paul 3 bedroom residential mound Page 4 of 9 -Mound Svstem Maintenance and Operation Specifications Service Provider's Name H. Nechville,MPRS #222781 Phone 715-749-3322 POWTS Regulator's Name St. Croix County Zoning Phone 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 BODS 220 mg/L Septic Tank Capacity 1200\800 gal Maximum TSS 150 mg/L Soil Absorption Component Size 450 ft2 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 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 Inspect for ponding and seepage once every 3 years 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 mulched to prevent soil erosion and help reduce frost penetration. Lateral Turn-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: Randy Paul 3 bedroom residential 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 accordance with its' component manuals [SBD-10691-P (N.01(01) and SSWMP Publication 9.6 (01/81)] and local or state rules pertaining to system maintenance and raintenance reporting. No one should ever enter a septic or pump tank since dangerous gases may be present that could cause death. Septic and pump tank abandonment shall be in accordance with Comm 83.33, Wis. Adm. Code when the tanks are no longer used as POWTS components. Septic or pump tank manhole risers, access risers and covers should be inspected for water tightness and soundness. Access openings used for service and assessment shall be sealed watertight upon the completion of service. Any opening deemed unsound, defective, or subject to failure must be replaced. Exposed access openings greater than 8-inches in diameter shall be secured by an effective locking device to prevent accidental or unauthorized entry into a tank or component. Septic Tank The septic tank shall be maintained by an individual certified to service septic tanks under s. 281.48, Stats. The contents of the septic tank shall be disposed of in accordance with NR 113, Wis. Adm. Code. The operating condition of the septic tank and outlet filter shall be assessed at least once every 3 years by inspection. The outlet filter shall be cleaned as necessary to ensure proper operation. The filter cartridge should not be removed unless provisions are made to retain solids in the tank that may slough off the filter when removed from its enclosure. If the filter is equipped with an alarm, the filter shall be serviced if the alarm is activated continuously. Intermittent filter alarms may indicate surge flows or an impending continuous alarm. The septic tank shall have its contents removed when the volume of sludge and scum in the tank exceeds 1/3 the liquid volume of the tank. If the contents of the tank are not removed at the time of a triennial assessment, maintenance personnel shall advise the owner of when the next service needs to be pertormed to maintain less than maximum scum and sludge accumulation in the tank. The addition of biological or chemical additives to enhance septic tank pertormance is generally not required. However, if such products are used they shall be approved for septic tank use by the Department of Commerce. Puma Tank The pump (dosing) tank shall be inspected at least once every 3 years. Aii switches, alarms, and pumps shall be tested to verify proper operation. If an effluent filter is installed within the tank it shall be inspected and serviced as necessary. Mound and Pressure Distribution Svstem No trees or shrubs should be planted on the mound. Plantings may be made around the mound's perimeter, arid 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 surtace within the mound and snow compaction in the winter will promote frost penetration. Cold weather installations (October-February) dictate that the mound be heavily mulched 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 specified in the permit for this installation. The pressure distribution system is provided with a flushing point at the end of each lateral, and it is recommended that each lateral be flushed of accumulated solids at least once every 18 months. When a pressure test is pertormed it should be compared to the initial test when the system was installed to determine if orifice clogging has occurred and if orifice cleaning is required to maintain equal distribution within the dispersal cell. Observation pipes within the dispersal cell shall be checked for effluent ponding. Ponding levels shall be reported to the owner, and any levels above 6 inches considered as an impending hydraulic failure requiring additional, more frequent monitoring. Continaencv 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 immediately repaired or replaced with a component of the same or equal pertormance. If the mound component fails to accept wastewater or begins to discharge wastewater to the ground surtace, it will be repaired or replaced in its' present location by increasing basal area if toe leakage occurs or by removing biologically clogged absorption and dispersal media, and related piping, and replacing said components as deemed necessary to bring the system into proper operating condition. See Page 6 of this plan for the name and telephone number of your local POWTS regulator and service provider. Project: Randy Paul 3 bedroom residential mound Page 6 of 9 3 ; 2 2 /G Tv, ): 2t 2< i 2( O I! I: 0 5 IO IS 20 25 SC J5 _. ._ _. ~d1LlON6 ' ~G I GRINDER PUMPS 1 IIO ~ i II .___ __-.. -. _.. --_ ~ 100 1 " - T ._- _.__ T -~T j ' I' __ _..._.~___- 90 T I'~ -T___.__ BO ~ T Ij l I ~ I II d2L - -- ^ ~ I 60 ' 50 . '-j- - CI I ~--~-- T r__ _ _ - ~', - - 1 I __._ ____ -~ -~---_ __ 50 1 -?.___~__~~- ~ ~ 20 ' I -1---1- ~ _~T _- _ I I I I ~ ~I -_ _ -_ ~ - - _ ~ I O T-- ' I ~ I i I I LITC R$ 0 20 10 60 BO 100 12C 1 fIOW PER MINUfC I1 ./ w w SEWAGE/WASTE PUMPS 70 21 1 p 50 ~ ~ p ~I (~~~J.C~t~Se~/l~; /fit ~T~J~~d~r z9 65 I I~ ~ _ 0 80 160 240 320 400 480 560 I ROW PER MINUfE 009922 ~ i i '~ 17 55 -_ 16 i AGRICULTURE PUMPS 15 50 ~ I TT--"-- I ~T ~ 14 45 I I _ ....._- ___. _.. .. .. _ IJ j z o II 35 ... .______. _ _--.__. .. ._.._ _._.___ ~ i ' _ ._. ~ .. __ - a 10 I i _ ..._ _~._... __ ......____. -T_. _-__-____.. _.. ~ 9 30 - _._._ _ ____._.~T__.-. ..____._ _._._ _•__ ___ B 25 -f-~T-- ___. _~__--~ __ ~•--~- _ -.... .___ _.~- 6 20 ~_ 661 _ _ _ ___ _----~-- :_ ~.__ . _ .. _+- - __.._._. _ 4 621 651 _._ - _~_ __- -_._ -1 3 to ~ ---- ...-~ 611 641 Ij -,; . _-- - -----. -___- .- ..-. _._ ... _.. _- 2 ~____. _ _ -_ --__-- ___-- .._ - _ - . __._.. ~ -. _ ... . __ 1 5 404 405 631 aa0a aa05 I si <C 7. r ~~~ _ ~c loo ~ 5~ -cos 50 100 150 200 250 300 J50 400 450 500 SSO 6' ~'~ ~ 0 'S _ U.S. GALLONS 00 o5C ' ,,,, ,, ~. ., LITERS 200 400 600 B00 1000 1200 1400 1600 IB00 2000 2200 t~JC ~o,li ..... -^ ""~~ ~ u,GSSZ ° FLOW PER MINUTE /~q _ ._ © Copyright 2000 Zoeller Co. All rights reserved. PG, 7Or / l 14 c/ j~ Iw EFFLUENT & DEWATERING ' '35 1' ' JO I S I , 2 ~_ 5 120 >~ CIS t86 1186] ' 10 1 . i- 105 100 ~ I I 95 85 BC 165 1165 ~ IS 7 IC I t63 55 1161 6C ", '. S5 1fi1 !1611 IB9 1189 ~ ~ j IBB t5 1188 1~ 4G 4,40 -;, 35 I 6 25 US I, 185 4185 I 0 B oy 1 s I i '.G 2-+ 5 I 42 t8 7 53,55 78 57,59 ' 10 20 W 5 0 8 0 7 0 B O 90 100 I1 0 20 I JO 14 2 8 c 4 2 0 1 ti I g y` L ~ s 3 -N ~ c ~. ~U ~~ y. m- r ~ ~iltda/ccafio.~ p%E • err~3t1 ~a-dt e I L/~O.tYr can ,~ p ' Scale.: ~ = ~/o ~~ ~ry P~.u-l, ~~. !, Tn. sF f~a.»r~orn~ Sf • GOi k roycJl. P~opas~r -~~„d at zsyiX iii.9s'wi S'x 90'~'sParsa/ e~//. r c~~ Lys d; Sf.!'i 6u.Eaon /a ~/a/s a~ /kc`.t' y~ ~ ~~~8,,0~~;/;us Spaced a~ 2.53,• 88.25 0 F~c/dd P~opas•ed PrapoSCd well ~ 3 6,e~'~^ ~ts;J~ncc -- ~- 4 O O ~ ~ 1 O ~~ (~ -~ i - • , -~ ~ ~ ( - Proposed W;tstr ~ , ~ conc. wcAl2ra/ecom,Q~ ~t - ~ S~slop~ w/~Ce b~ /.4-rab e~{'/c~cr,f ~ ~ ' ~ hrow5 ~.'/Ec/at5•T. ou~t~et• t-~ ( ~; s~~n/k2a ll t ~~ - II - I I II - y~ ,,i I1 I ~- ~a9e L ysG~, yoPre. Su; ~d;~ $twar. Tobt i~lSalvACd aspcr•codc. ~ •~rcen•ta~ i i s ~~~ i4 ~¢nG~ • To o %2'~S(Ji • SAO /?/.C.~oipt. i4sswncd a lei - ic0 r _~~I ~; 33 ~~ ~ l~ - - ~j I I ~' ~ Vi IE,.B. i / ~ ~r ~ ~~ Grade 4-t ~ I a't~. ~% i~ ~ ~ , ~ o ~ E~cr-9B,p - ~/ ~ i 8J' Sl~ / ~ alb' ~~ i ~ ~ SG' f Y88. og' p~ . goy' 9 ' ~ ~ 1838 Wisconsin Department of Commerce SOIL EVALUATION REPORT page 1 of =~ Division of Safety and Buildings in ~nrnrrhnro with Cnmm Rte. \Nic Grim Cnrle A.C.E. Soil & Site Evaluations County Attach complete site plan on paper not less than 8'/z x 11 inches in size. Plan must St. Croix - include, but not limited to: vertical and horizontal reference point (BM), direction and Parcel I D percent slope, scale or dimemsions, north arrow, and location and distance to nearest road. . . Part of 018-1002-30-000 Please print all information. Reviewed By Date Personal information you provide may be used for secondary purposes (Privacy Law, s. 15.04 (1J (m)) Property Owner Property Location Randy Paul Govt. Lot NW 1/4 SE 1/4 S 1 T 29 N R 17 W _ Property Owner's Mailing Address Lot # Block # Subd. Name or CSM# 2066 110th Ave. Proposed Proposed CSM City State Zip Code Phone Number ~ City _f Village /J Town Nearest Road Baldwin ~ WI 54002 715-684-3054 Hammond 205Th Street New Construction Use: / Residential /Number of bedrooms 3 _ Code derived design flow rate GPD __; Replacement _,_ ~ Public or commercial -Describe: __ Parent material Glacial drift _- Flood plain elevation, if applicable na General comments and recommendations: Install mound system at elev. 102.50' at 20" above 100.83' contour. ^ Boring # ;Boring 16" /; Pit Ground Surface elev. 100.60 ft. Depth to limiting factor in. Soil Application Rate Horizon ! Depth ~ Dominant Color Redox Description Texture Structure Consistence Boundary Roots GP D/ftZ i in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh 'Eff#1 `Eff#2 1 '~ 0-6 ~ 10yr3/3 none sit 2fsbk mvfr es 2fm 0.6 0.8 ~_ 6-8 i 10yr5/3 2 I none ~ sit 2fsbk ds as 2f,1 m ~ 0.6 T , 0.8 ~ - - ---f- ~ ~ _ ~ -~ - 8-16 II 7.5yr4/4 3 none sl 2msbk ds cw 2f 0.6 1.0 -- Syr4/4 16-27 I 4 f2f7.Syr5/8 & mlpmanganese sl 1msbk dsh - 1f 0.4 0.7 _ -T --- -- ~ - ~, - i ----------- ~ -.--- - ~ - ^ - ----- I I --- I -----~ -- --- ^ Boring # _~ Boring 26' - in. Soil Application Rate /I Pit Ground Surtace elev. 100.49 _ ft. Depth to limiting factor _ Horizon ~ Depth ; Dominant Color Redox Description Texture Structure Consistence Boundary Roofs GPD/ft~ __ in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 _ _. 'Eff#2 1 0-12 10yr3/3 none sit 2fsbk mvfr as 2fm 0.6 0.8 2 12-14 I ------ -} 3 j 14-19 10yr5/3 10yr5/4 none none sit sit 2fsbk -}I 2msbk ds ds as cw 2f,1m - 1fm 0.6 ~ ~--- 0.6 0.8 r ----- 0.8 -- --T--- - --- 4 'I 19-26 ~ 7.5yr4/6 -- - none ----- grsl I - 1msbk --- dsh l ~- cw 1fm 0.4 0.7^ 5 ~ 26-29 I 7.Syr4/6 f2f 7.Syr5/8 gr sl 1 msbk dsh ~ cw 1fm 0.4 I 0.7 -----i ----- bk i t f 1~ 4 0 ~ 7 0 6 ! 29-43I 7.5yr4/6 ~ f2f 7.5yr5/8 i Ifs/sl 1 cs m r ~ - - . . Horizon #6 consists of an unsorted mixture of yr B,fs, Osg 7.5yr4/6 Ifs, & 1 msbk 7.Syr4/6 sl. Loading rate reflects most restrictive permeability found within horizon. ' Effluent #1 = BOD S> 30 < 220 mg/L and T S >30 < 150 CST Name (Please Print) ~gnature: James K. Thompson Address A.C.E. Soil & Site Evaluations 340 Paulson Lake Lane, Osceola, 4020 ~iRO'€rit~#2 = BODS< 30 mg/L and TSS < 30 mg/L ~~~- 3602 Date Evaluation Conducted Telephone Number 9/7/2004 715-248-7767 Property Owner Randy Paul 3oring # ~ Boring /j Pit Parcel ID # Part of 018-1002-30-000 Page 2 of _ 3_ Ground Surface elev. 98.69 _ ft. Depth to limiting factor 26" in. Soil Application Rate H i th D min nt C D l tion Redox Descri Texture Structure Consistence Boundary Roots P or zon i, ep in. o a o or Munsell p Qu. Sz. Cont. Color Gr. Sz. Sh. `Eff#1 'Eff#2 1 0-11 10yr3/3 I none sil 2fsbk mvfr as 2fm 0.6 0.8 2 11-19 I ~ 10yr5~ none sil 2fsbk ds as 2f,1m 0.6 0.8 ---r- 3 i, 19-26 ~~ 7.5yr4/6 none j sl --- 2msbk ds cw 2f 0.6 1.0 _~ 4 26-43 ~ ~ 7.5yr4/6 f2fd.5yr5/8 sl 1msbk dsh aw 1f 0.4 0.7 - -- 5 + 43-52 I .~ 10yr4/2 m1 p 7.5yr5/8~ sci 1 csbk mfi - - 0.2 0.3 __ #4 consists of an unsorted mixture of Osg 10yr4/6 fs, Osg 7.Syr4/6 Ifs, & 1 msbk 7.5yr4/6 sI. Loading rate reflects most restrictive permiability Horizon found within horizon. I 1 0,.-:.... u Boring ^ Boring # __~ Boring _~ Pit Ground Surface elev. ft. Depth to limiting factor in. Soil Application Rate Horizon ' th De Dominant Color Redox Descri tion Texture Structure Consistence Boundary Roots ' _ ~ p in ~ Munsell p Qu. Sz Coni. Color Gr. Sz. Sh. 'Eff#1 'Eff#2 ~~ ~ _,~ ~ _ _ - I -- I - _ _ I i - --- I 'Effluent #1 = BOD 5> 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. ff you need assistance to access services or need material in an alternate format, please contact the department at 608-266-3151 or TTY 608-264-8777. I ti 1 c ~• ~ ~o ~~ +~ o C ~ ~ r o. n v ~ rn~ v+ ^ ~ileda/uauco.~ P%E • errs S tom' ~o-dc 2 ~ C1/~.•6~i ~n i (~ ' S!.0-fie : / ~ ~ `~ fie.{. '~i8 38 l~a..tidy pc.w.,/~ Sec-, 1, Tn. oE' 98.zS'~ C r ~,. o ~ a ~ g ~ - I g~ I, !~ ~ ~ ^ ~ ` I ~im,83: ~ h , ~ ~ i ~ 1~ -- 1 i S~SIoPP ~, ~ 0, ~ g ~ ~1 ~ ~5 `~ ~ ~ ~ ,, 1 1 ~~ ~ s L ~ 1 I ~ ~ ~' i , . %~~- ~ 33 ~ ~ Con~oll~~q ~~ad¢ ~ ~' ~ ~ ~ I ~ ~~~ if Q S~'f i yBB. 08~ l ; I AiE. ~.~f. ~ ~ ~ ~ ~ Grada at ~ ~ / ~ I la•tt, , ~ ~ ~. had ~~ l ~,~Ekv- - 9B, /~ .~ ~ ~ ~ 8y s ~~,a3' ^ ~~ ,~ low QI ~~ ~ ~ ~ bench ~ • !o o %2 "sc.~ • 5~0 ' ~?/,C.P;pr. Assu+ncd elegy=i~- P9.3o~'3 ' ~ 1838 ~ Wisconsin Department of omm ,~~°~ ~ '~:~` °`~OIL EVALUATION REPORT Page 1 of 3 Division of Safety and Bui~ings 1,A t ~ ~`~ ~ " r z A.C.E. Soil & Site Evaluations m accordancef+vith Comm 85, Wis. Adm. Code County Attach complete sit plan on~ape0no~eg~ t~~x 11 inches in size. Plan must ~ St. Croix include, but not limit to: veKC~aPand o~~o rence point (BM), direction and percent slope, scale dimemsions, north arrow, and locati~ and distance to nearest ro .~ arcel I.D. X Part of 018-1002-30-000 Plea~~~#rj~f~aa;r~ifq~'matio-~. ~`' r•;. , ~ , ~ Re iewed By Date Personal information be (Privacy Law, s. 15.04 (1) (m)). ~ ~ Property Owner Property Location Randy Paul Govt. Lot NW 114 SE 1/4 S 1 T 29 N R 17 W Property Owner's Mailing Address Lot # Block # Subd. Name or CSM# 2066 110th Ave. Proposed Proposed CSM City State Zip Code Phone Number `f City ~ Village ~ Town Nearest Road Baldwin I WI i 54002 i 715-684-3054 Hammond i 205Th Street /J New Construction Use: ~ Residential / Number of bedrooms 3 Code derived design flow rate ,~ Replacement Public or commercial -Describe: Parent material Glacial drift Flood plain elevation, if applicable General comments and recommendations: Install mound system at elev. 102.50' at 20" above 100.83' contour. GPD na ^ Boring # _~ Boring /~ Pit .._l Ground Surtace elev. 100.60 ft. ~ 6~~ Depth to limiting factor in. Application Rate Sal Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GP D/ftz in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 'Eff#2 1 0-6 10yr3/3 none sil 2fsbk mvfr as 2fm 0.6 0.8 2 6-8 10yr5/3 none sil 2fsbk ds as 2f,1 m 0.6 0.8 3 8-16 7.5yr4/4 none sl 2msbk ds cw 2f 0.6 1.0 4 ~ 27 5yr4/4 ~ p m5 ngan ~ sl 1 msbk dsh - 1 f 0.4 0.7 ~^ Boring # Boring ~J Pft Ground Surtace elev. 100.49 ft. Depth to limiting factor 26" in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GP D/ftz in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2 1 0-12 10yr3/3 none ~ ~ sil 2fsbk mvfr as 2fm 0.6 0.8 2 12-14 10yr5/3 none sil 2fsbk ds as 2f,1m 0.6 0.8 3 14-19 10yr5/4 none sil 2msbk ds cvv 1fm 0.6 0.8 4 19-26 7.5yr4/6 none gr sl 1 msbk dsh cw 1fm 0.4 0.7 5 26-29 7.5yr4/6 f2f 7.5yr5/8 gr sl 1 msbk dsh cw 1fm 0.4 0.7 6 29-43 7.5yr4l6 f2f 7.5yr5/8 Ifs/sl 1 csbk mfr - - 0.4 0.7 Horizon #6 consists of an unsorted mixture of r fs, Osg 7.5yr4/6 Ifs, & 1 msbk 7,5yr4l6 sl. Loading rate reflects most restrictive permiability found within horizon. ' Effluent #1 = BOD ~ 30 <_ 220 mg/L and T S >30 < 150 L e #2 = BOD < 30 mg/L and TSS <30 mg/L CST Name (Please Print) 'nature: CST Number James K. Thompson ;- 3602 Address A.C.E. Soil & Site Evaluations Date Evaluation Conducted Telephone Number 340 Paulson Lake Lane. Osceola. 4020 9!72004 715-248-7767 Property Owner Randy Paul ~ Parcel ID # Part of 018-1002-30-000 Page 2 of 3 Boring # .~ Boring Pft Ground Surface elev. 98.69 ft. Depth to limiting factor _ 2~ in. Soil Application Rate Horizon De th Dominant Color Redox Description Texture Structure Consistence Boundary Roots p in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. "Eff#1 *Eff#2 1 0-11 10yr3/3 none sil 2fsbk mvfr as 2fm 0.6 0.8 2 11-19 10yr5/3 none sil 2fsbk ds as 2f,1m 0.6 0.8 3 19-26 7.5yr4/6 none sl 2msbk ds cvv 2f 0.6 1.0 4 26-43 7.5yr4/6 f2fd.5yr5/8 sl 1msbk dsh aw 1f 0.4 0.7 5 43-52 10yr4/2 m 1 p 7.5yr5/8 scl 1 csbk mfi - - 0.2 0.3 Horizon #4 consists of an unsorted mixture of Osg 10yr4/6 fs, Osg 7.Syr4/6 Ifs, & 1 msbk 7.5yr4/6 sl. Loading rate reflects most restrictive permiability found within horizon. ^ Boring # -~ Boring _J Pit Ground Surtace elev. ft. Depth to limiting factor 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 ^ Boring # ~ Boring _f Pit Ground Surtace elev. ft. Depth to limiting factor in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots G in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. "Eff#1 "Eff#2 * Effluent #1 = BOD ~ 30 < 220 mglL 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. )f you need assistance to access services or need material in an alternate format, please contact the departrnent at 608-266-3151 or TTY 608-264-8777. i ^ ~ileda~uaU'o~ p%E • ~Xi3 f~-?~ 9 ro-.dc ' / ' F ~' ~ =~0 / 5ca.le. C ~ ~t h n p9y K~ ~~CJ JCJ - 12andy P~c,.~-/ sec, !, Tn. eF ~, ^ , f~2.»r~ord Sf • Croi k ~o. ~l, c ~ ~ ~U e o. n ~ ~ . a ` ~ ~ r g82S~ C __ oo~ V„ O p ~ O $ - 1 ~~ ~, 1~ ~ ^ ~ ~ ~ ~ ~ ~ ~ ~ ~` -~ 1 ~1 ~,y ~ $~sl~r` -` g ~i ~~ ,1 ~ ~5 ~~ ~ ,, ~ I ~ ~ • ,~, ~ i ~ ` ~~ ~ ~ ~ ^ 3 Confitofl~~q grade ~' ~ 1 ' ,' ~ ~ ~ ~ rE.,~. ~ ~ ~ / , ~ ~ ~ Grad. a-t ~ ~ ~ a~~ ~ ! lam. ~ E~cr - 9d, ~ ~~~ i4 i~-33' ar ^ ~~ ,' l~ ~ ~ ~en~h ~ 'To o %2 ~~St.~ • ~!O ~?/,C.P;~O<. r4ssu+rtcd elegy'=ice Q ~ SG''` YBB, 08~ P~. 303 ST. CROIX COUNTY SEPTIC TANK MAINTENANCE AGREEMENT AND OWNERSHIP CERTIFICATION FORM OwnerBuyer Mailing Address _ ~~j . BbX 2, ~ J~ Property Address 1 ~ a 9 ~~ "~ S t (Verification required from Planning Department for new construction.) City/State_ ~d~~ 1,0,x, .5~~/Q(~2, Parcel Identification Number LEGAL DESCRIPTION Property Location N i,J '/4 , s i< '/4 ,Sec. 1 , T a ~ N R 1 `7 ~v', Town of N ~ w. ~d ~ d Subdivision .ot # ~. Certified Survey Map # ~"~"~ 3 2~' ,Volume ~ 9 ,Page # Warranty Deed # ~~'~~l ~ _, Volume 2~~'~ ,Page # 5~'~1 _ ~~~ Spec house yes no Lot lines identifiable yes no SYSTEM MAINTENANCE Improper use and maintenance of your septic system could r,°sult 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. Owner maintenance responsibilities are specified in § Comm 83.52(1) and in Chapter 12 - St. Croix County Sanitary Ordinance. The property owner agrees to submit to St. Croix County Zoning Department a certification form, signed by the owner and by a master plumber, journeyman plumber, restricted plumber or a licensed pumper verifying that (1) the on-site wastewater disposal system is in proper operating condition and/or (2) after inspection and pumping (if necessary), the septic tank is less than 113 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 Department w,~thin 30 days of the three year expiration date;. ~ !~L ~ l~'al ®~C, S GNATURE APPLICANT DATE OWNER CERTIFICATION Uwe certify that all statements on this form are true to the best of my/our knowledge. Uwe am/are the owner(s) of the rty de~seribe a of d record in gister of Deeds Office ~~ ~ /~~ SIGNA OF P CANT DATE ****** Any information that is misrepresented 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 and a copy of the certified survey map if reference is made in the warranty deed. ST CROIX COUNTY SEPTIC TANK MAINTENANCE AGREEMENT AND OWNERSHIP CERTIFICATION FORM OwnerBuyer Mailing Address ~ ~ (ole ,~}, So , a$ Property Address act-Q 6Itl~ ,205 ~ c / V (Verification required from Planning Department for new construction) "" ~ u /~ °6 0/8 • 001' _ 3v - aQ. City/State ~ Q~~-~~~ ~ ~, Parcel Identification Number LEGAL DESCRIPTION Property Location ~ 1/4, S ~ '/4, Sec. ,L, T~N-R~W, Town of ~~ Subdivision Lot # ` Certified Survey Map # ~" ~~ 32g' ,Volume ~ 9 ,Page # ~~ Warranty Deed # ~~8' ~I 8 ,Volume ~~ Page # "~~ Spec house ^ yes ~ no Lot lines identifiable dyes ^ 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. Tjie property owner agrees to submit to St. Croix Zoning Department a certification form, signed by the owner and by a masterplumber, journeyman plumber, restrictedplumber or a licensedpumper verifying 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 stn ' t your septic system has been maintained must be completed and returned to the St. Croix County Zoning Office widen 30 .. - ~ .. ilays~ ohe three year e~tion e. L~ l a~/ a ~ , SIGNATURE OF APPLICANT 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 e pr erty escribed abov , y v' a of a warranty deed recorded in Register of Deeds Office. ~Q 1:10/ ~' LPL DATE SIGN TURF OF APPLICANT ****** ~'~+"~*'` 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 ~~ ~~ ~~ ` , t OPT PATIO DOOR OPT DOOR _ LOCATION ~ `- OPT PATIO DOOR OPT WINDOW O_PT ll_N: '" WALK-IN UTILITY ~ '~ ~ ~ PANTRY ~ ~ !DINING I ROOM °~ { ~ ~ ~m AREA 3 ~ FAMILY ROOM KITCHEN 10'-4" (~ J ~ 17'-0" o: W . BA1 H J h Q o m ? ~ O z ~ O 0 Z 3 -------- -------- a O _ FNT LIVING ROOM . .. cL MASTER / BEDROOM 3 BEDROOM 2 18 _4 , sws ~ / BEDROOM 10._1,. 11'-O.. i zW 13._11.. I ~y I Q~ ~ 3U STORAGE _L__ FEATURES: ICE SHIELD 32" 9 LITE REAR DOOR ATRIUM DOOR ADDITIONAL WINDOW CARPET DRAPE PACKAGE GAS FIREPLACE ' RAISED HEARTH DELUXE ELECTRIC RANGE 22 CF REFRIGERATOR SPACE SAVER MICROWAVE 200 AMP SERVICE 2 PHONE JACKS 4 TV JACKS DELUXE 60" SHOWER CERAMIC COUNTER EDGING:' CABINET ABOVE WASHER/DRYER 1742 Sq. ,fit. N ~ AMERICAN HOME SALES 1863 HWY 53 CHIPPEWA FALLS WI 54729 715-835-0568 HOUSING HOTLINE 1-800-657-6805 V! O 0 z 3 0 Q1 G n ~ C ~ c ~ "~ UN ~ w J-~ Z N _ U. -1 ~ N N E 1~ O N !ri U r' ~ bC C C G i UK, p C `aoo°c~o ti L. ~~.. ~ W .-C ~ ~ m~mmo~n W Q is rG ~ .--1 bb ~ V m 3 rn~ " J o ~ ~ CQ ~ V u ~ '-L' ~ ~ ~oabimwo'~o W ~' ~' '~ N N W C. y v ~ w a°'c 3Npo ~= a O U y C .~ ~ ~ v~Nd.`o M+ ~^~il y (]~ cti ~ '~-' >C ~ c c .LO. o'~ v°~i ~m Z Q Q O O N cd ,~` u v ^O vi W U .~ Lt. O co L~ c°>'o rn~ ~ ~ c V N~ ~ ~ ~ ~ ~ y ~ .v cn io v o 5 ~ a. °Q v ~ ~~;aN~'~ai WW ~ 0. u .'_' ~ bA .U O Ol N~ •-r" ~1 t c v c d~v o K ~ S '• ~' ~ ~Ul C~ Q" .C ~ ~ ~ O ~ v p .~ `~ (~ cn~H'Od°~ Q tai V O r a ~~ O ^y ~~ U~~ .~ W u Q C~-+ '>., v aG '~ n o d v m~ a °, ~''~" :~ J _ ~ b ~ '~~ 'iy s... ~ L,~ (n ' ~ Q r~` v ~ ":~ U c+ u +-~ ~ '-' C~nj o ° ``a ° n E ~ o E..~ iJ,, ~ Li+ 'U C N u U u d ~~.. .=l ~ L a ~ ~--~ G F-' m._ `~ J ~~ ~ ~ ~ U N V O O rO Q O_4 ~ ~ ~ ~ ~`, c~ .-• 4J bD~ O ~~ic°~o>o //~~ m H.U m'b a y ^v, W N ~ C y ' U `° °' c ~ ~ ~ Ca ~ -„ bA ~ b0 U ~ U ,y C. f]. 0711 J U N `rn~ y, r U, n O C v> ~ O G ~ 3 O • ~ G. ~~ ~ i. ~ G ~ . ~ ~ ~' ~ v ~ Q v Ti U ~ O ~ ~ J ~ ~ O O y ? '~ 'G n .~ .~ ~ o ~ Q ~ ~ ~ ~ as ~ C ro ~ Q °' cc O cC bA ~ 'J z C v (~ ..C v v v W ~ rv ~ ~ W o W U~ C ~ .n C~ v .~ _O v 's -~ `' C O 0 v h ~ crw 0 ~ ~ ~ ~ ~ ~ ~ o z ~:~'°u., v .~ O oU~ ~~, aG ~ ~. C ~ N -' ~ n ~ -^ ~ 3 ~ v ~ b x Q -~ W ~ .. 3 ~ ~ .~ W U bA '-' ~ '-a ~ an Y, v> ,.~ ~ on ~ ~ +~ W U W y v ~ d ~ ~ ~ ~ O ~ Gq ~ ~ ~ v > cn ~ v ° ~ ~ O .=, ~ ~ O w :~ -~ LY ~ c ~°° ;~ ~ G m o G_ rHr^^ w ~ off/ ~ ~ //'~'~~ ~ a ~ r~+ ~ U y u M Lam' ' U ~ ~ O ~~ V J O~ 0~ N ~ l--J VJ V (r a .'~ ~ ~ ~ f--' ~~ Cf-1 ~ ,~ ~ a4 L'. y "'~ ap ..r ~ C ~ a p, W O ~ , a: -~ V `C bO 0.=.~~~U O'r`~ ~ W x~:~~bA'~ W ~._,~ ~' ~ ~ ~''z~'``On~~ ~UdE=-~ W ,~ M ~Ud W NOooC7`~ W ~ r,aU R~~r,[-~NUa°~odC7 m N N O C7 O 0 ,~l 268?P 5?9 ~C~~icrn ~ '. ~'ndA P~ ~idwi i~ w ~ S-Yoo,~ W DEED ~~'' c~ [ i d~ ~A~.~- U ig -rova - 3v -goo KNOW ALL MEN BY TIiESE PRESENTS THAT: THIS WARRANTY DEED, executed this ~,2nd,_ day of November, 2004, 7787 1 ~ KATHLEEN H. WALSH REGISTER OF DEEDS ST. CROIX CO. , WI RECEIVED FOR RECORD 33/@2/2004 09:00Ali WARRANTY DEED EXF~PT ik @ REG FEE: 35.00 TRANS FEE: COPY FEE: CC Ffifi: PAGES: 3 by first parti Randall L. Paul and Linda L. Paul, Husband and Wife (hereinafter referred to as "Grantors") whose post office 1 mailing address is PO Box 215, Baldwin, W[ 54002 to the second parti s, Craig M. Bright ill and Andrea K. Brightbill, usband and Wife, as joint tenants with rights of survivorship (hereinafter referred to as "Grantees") whose post office / mailing address is PO Box 215, Baldwin, WI 54002. WITNESSETH, That the first parties, for good consideration and for the sum of NIA Dollars (SN/A) in hand paid, by the said second parties, and other good and valuable consideration, the receipt of which is hereby acknowledged, do hereby grant, convey and warrant unto the said second parties forever, all the right, title, interest and claim, including aU rights of dower, which the said first parties have in and to the following described parcel of land, and improvements and appurtenances thereto in the County of St. Croix State of Wisconsin, to wit: SEE ATTACHED DESCRIPTION OF PROPERTY Previously referenced as follows: Book 19, Page 4870, Document No, 778328, of the Rocorder of St. Croix County. SUBJECT TO all easements, rights-of-way, mineral reservations of record and pmtecttve covesants, if atty. NOT TO INCLUDE, any and all gas, oil and minerals, under, on or in any way within the boundaries of the above described property owned by Grantors, which are hereby reserved by Grantors. TO HAVE AND TO HOLD same unto Grantees, and auto Grantees' heirs and assigns forever, with all appurtenances thereunto belonging. Grantors, for Grantors and for Grantors' heirs and assigns, executors and administrators, covenants with Grantees and Grantees' heirs and assigns, that Grantors and any other person or persons in Creators' name(s) and behalf or claiming under Grantors shall not or wi11 not hereafter claim or demand any right or title to the premises or any part thereof; but they and each of them shall be excluded and forever bamod thtrefrom except as herein set forth. THE PROPERTY BEING CONVEYED: 1. ®is not a part of the homestead of Grantors, or 2. ^ is a part of the homestead of Grantors. l~ TAXES for tax year 2004 shall: ®be prorated between Creators and Grantees as of the date of execution ^ be paid by Cnantor's ~[] be paid by Grantees. :Il; ~687P 588 IId WTFNES'S~/yWHEREOF, The said first parties have signed end sealed those presents the day aad yeanr first above of Grantor Signature of Grantor Randall L. Paul ~,~n~ L~Panl (Print name of Grantor) (Print name of Grantor) ! sLOdi1~RER This docunnent prepared/drafted ^ under the supervision of the following Wisconsin attotaey Q~ ®by a party to this instiume~n`t{~whose name and ad~dr(ess~appear below. signature: ~,~J ~-~•`-A-a- ~~..J r` ""---~C Name: Linda L. Paul Company/Firm: Address: PO Box 2! S City: Baldwin State: WI Zlp: Pbone: (715) 684-3054 State of Wisconsin County of St. Croix Signed or attested before me on _ 11/2/04 , by Linda L. Paul (name(s)). .,.,..~. ~ ' 6 •' ~ S '~~. q • .. ~ ti . .... , : m / : ~ y .~ ': ~, ~ i ~ ~ -,,'~9~N ~ .3Q ,, Randall L. Paul Signature of Notary Sandra R. Weber Notary Public Title (and Rank) 11/19/06 My Commission Expires on Ple$ae returo to the preparer, at the address above, after recording SEND TAX STATEMENTS TO GRANTEES: and Name(s): Craig and Andrea Brightbill Address: PO Box 215 Baldwin, WI 54002 '. • ~ ,~i X68? P 881 DESCRIPTION OF PROPERTY FOR WA,ItRANTY DEED DATED November 2 , 2004 Grantor:Randail LPaul Grantor: Linda L Paul Grantee:Craig M Brightbill Grantee: Andrea K Brightbill ~ Lot 1 f Certified Survey Map, 2.5 acres located in part of the Northwest 1/4 of the Southeast 1/4 of Section 1 Township 29 North, Range 17 West, Town of Hammond, St. Croix County Wisconsin. CSM is recorded in Vol 19 page 4870 number 778328. Grantor: Grantor: 9 ~ 77' 8328 VOL 19 PAGE 4870 KATA;~ H. RfiG2 STfiR OF DfifiDS ST. CROIX CO. MI RECEIVED FOR ~4ECORD 10/28/2! 11 z 15AM FliE 2 CERTIFIED SURVEY MAP LOCATED IN PART OF THE NORTHWEST 1/4 OF THE SOUTHEAST 1/4 OF SECTION 1 TOWNSHIP 29 NORTH, RANGE 17 WEST, TOWN OF HAMMOND, ST. CROIX COUNTY, WISCONSIN. NOTE: OWNERS: BEARINGS ARE REFERENCED TO RANDALL do LINDA THE NORTH-SOUTH 1/4 LINE OF 2066 110TH AVE SECTION 1, ASSUMED TO BEAR BALDWIN, WI NOO'17'32`E. ~ L1fNN NORTH 1/4 COR FOUND 4" I CONCRETE MON N 00'17'32" E WITHOUT CAP ~ i I ~ 3446.64' I 33_I 28.84' ~ I _~;~ ~~ ~ tO ~ o I ~ ~ C/~ I I I ~i I W iV I ~ I I ZI ~IM I I N I ~ ~Io~~ l r I z ~ Z $ 100' I (-6I 29.01' ~ ~ - -N 00'17'32" E SOUTH 1/4 COR I 1608.94' FOUND 1' I STEEL MARKER i .~ sc~: ~' - goo' o za so goo s ~g~(~ P' UNPLATTED S 89'42'28" E 517.09' 488.25' LOT 1 INC. R-O-W 109062 S.F. 2.50 Ac. EXC. R-O-W 102961 S. F. 2.36 Ac. 488.08' N 89'42'28` W 517. UNPLATTED !dl L/EGEND: ~ PIEN /41.50 LBS.~FON ~!- COUNTY SECTION MONUMENT (FOUND AS NOTED) - `BUILDING SETBACK LINE 0 c~ N 3 ~I r aI ~1 g N THIS INSTRUMENT DRAFTED BY KEVIN SAMUEL SHEET 1 OF 2 HUMPHREY ENGINEERING Vol 19 Page 4870 O~ .«. "~ SU Rv~ ~~