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HomeMy WebLinkAbout018-1010-00-050I I i n N y o CD ~ 7 ~ _ N ~ ~ ~ N N Q Rig N C. ~ 7 ~ tp O O ~ o ~ ~ ~ ~ (D n O V ~ ~ ~ D m z~ ~ a, I ~ ~ ~ '1°o c N ~ ~ .. O O L ... OZ V ~ N tD a c a ~ -D I a c 3 ~ ~ ~ ~ I c ~ i ~~ ~ ~ o, {~ I ~ ~ ~ ~ J, `' ro YJ ~ ~ --~ 1 m i ~ `h " ` ~ ~ m ~ ~ ~ S ~ _ n I ~ ~: C ' A O N O ~ ~ ~ N O C ~ _ N N Q N O n D y N ~ -•v <v j n SU (D y .+ o fD ~ ? 7 ~ y I aF.c~~ 3 ~ ~ n~ 3 v o N (~~ r: ~ v ~O~°pjn 3v-o~m ~ ~ ~ N' ~ ~ O N ~ C ~ (D Qa(n~ f m n (D ~ N 7 - T < f/+ W tN Q N d C S ~ < ~ ~ (D (D D1 N ~ ~ a-~= o - d ? y ~ ~ ~ ~ > _. ~ I o I ~ ~ o O 2 : 0 . ~ y 0 °c :: ~ 7 ~ ~ K ~ ~ ~ '~ 3 3 s O A TJ W C~ O ~ N N ~ C _ m ~ a a 0 oA N ~ r CD O O A A O O O ~ m N N N ~ ~ v o 0 m m. ~ a m A ~ A w O_ D D o ~ c n N 0 0 m N C Q~ Q N O, W ~ A ~ °' 3 o M ~ .. !~? Z f W G T C a 3 m o 3 A ~:j cp 'O C y ~ cp _ ~ O N W 3 N _ ~ ~ O V a V O ~ V O D f o c°n 7 O O N C ~ ~ .. a .. '0 o W D A v O CJ1 ~.` A ZZT A ~ N i A ~ 7 Z N cn m ~ z A ~ m ~ A d A~ ~. •< ~'~7 ^S ¢7 a I 7~` A N 0 oe C o`~c v ~ ti w 'b ~~ T699E11 VOL 18 PAGE 4795 KATRLEEIf N. REGISTER OF DF~DS ST. CROIX CO. YI RECEIVED FOR kECORD •7/28/ZAD4 e9:30AN s CERTIFIED SURVEY MAP LOCATED IN PART OF THE NORTHEAST 1/4 OF THE SOUTHEAST 1/4 OF SECTION 5 TOWNSHIP 29 NORTH, RANGE 17 WEST, TOWN OF HAMMOND, ST. CROIX COUNTY, WISCONSIN. I I I I I I LEGEND: ~~ ~~ I I 3 ~ SET 3L 4" BY 18" 1 ON FOUNO PKR NAIL ~ I c°fv c PIN WT. 1.50 LHS.~FT. LId~11ITEA~9Z1R~ ~ I I `~ r~ Q~ • FOUND 1.31" DIAMETER IRON PIPE -$-COUNTY SECTION MONUMENT (FOUND AS NOTED) - -' BUILDING SETBACK LINE ---- 12' UTILITY EASEMENT NOTE: BEARINGS ARE REFERENCED TO THE EAST UNE OF THE SE 1/4 OF SECTION 5, ASSUMED TO BEAR N 00'05'29" W. OWNER: SURVEY CONDUCTED AT THE REQUEST OF THE OWNER: P.C. COLLOVA BUILDERS PO 80X 489 SOMERSET, WI 54025 CURVE DATA TABLE: scuE: i • - i oo' O 23 SO 100 S 89'26'33" W 343.24' I o ~ 306.24' 37.OQ' 1 z I , I 1 ` N -~ I ~ 100' N ~'I 3 ~ N = LOT 3 I ~ ~ ~ I ~ a ~a I N N 87125 S.F. ( ~ p ~ g W • 2.00 AC. 1 • ~•~ ~ I r7 k''~'i a ~ I { I I ~ Z 'cow ~' I U , ~I 8 I S Q~ ~~ I ~! ~ J J I 31 ~~ 33' I _ _ _ ~ ___ - N 00'23'36" W 7.010-' 00 _ -35.53' I `-100 ? I I ~ I t,. z _ . --- ARC-123.76' -"---- S89'S7'53"E 135.513' C1 ~ 7'53" E 84 70' I I~ 9' ~ o, ~, N im' ~ ~ w \ . 5 S 8 I ; v - 66' JOINT DRIVEWAY EASEMENT I I I p 0 ~- ~-SE COR SEC ~ I z FOUND SURVEY I MARK NAIL , ~~ G ~ ~,~ r'••. • I ROGER ~Yf1N '•,~ APPROVED ST. CROtX COUNTY Plaex~N+! Zeei++p end PsAcs Committee JUI. 2 $ 2004 It not 1~oordad within 30 days of approval dais atiAfi) be / ari vleia s 8C3 @@@~1 / ~ DOZ.. o su Rati +~~ / I ~l ..se~zasas~~`+d~ 7 THIS INSTRUMENT DRAFTED BY KEVIN SAMUEL HUMPHREY ENGINEERING SHEET 7 OF 3 Vol 18 Page G795 CERTIFIED SURZTEY MAP LOCATED IN PART OF THE NORTHEAST 1/4 OF THE SOUTHEAST 1/4 OF SECTION 5 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 NORTHEAST 1/4 OF THE SOUTHEAST 1/4 OF SECTION 5 TOWNSHIP 29 NORTH, RANGE 17 WEST, TOWN OF HAMMOND, ST. CROIX COUNTY, WISCONSIN AND MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCING AT THE SOUTHEAST CORNER OF SAID SECTION 5, THENCE NOO'OS'29"W 1794.96 FEET ALONG THE EAST LINE OF THE SOUTHEAST 1 /4 OF SAID SECTION 5 TO THE POINT OF BEGINNING; THENCE NOO'OS'29"W 279.70 FEET ALONG THE EAST LINE OF THE SOUTHEAST 7/4 OF SAID SECTION 5; THENCE 589'26'33"W 343.24 FEET; THENCE SOO'02'06"E 292.32 FEET; THENCE ON A CURVE TO THE RIGHT MATH A RADIUS OF 833.00 FEET AND AN ARC LENGTH OF 123.76 FEET AND A CHORD LENGTH OF 123.65 FEET THAT BEARS N85'46'44.5"E; THENCE 589'57'53"E 84.70 FEET; THENCE NOO'23'36"W 7.00 FEET; THENCE S89"57'53"E 135.53 FEET TO THE POINT OF BEGINNING. SAID PARCEL CONTAINS 2.23 ACRES OR 97267 SQ. FT. INCLUDING LANDS LYING WITHIN TOWN ROAD RIGHT-OF-WAY. PARCEL IS SUBJECT TO ALL SHOWN EASEMENTS, RESTRICTIONS, RESERVATIONS, AND CONVEYANCES OF RECORD. THIS SURVEY CONDUCTED AT THE REQUEST OF THE OWNER: P.C. COLLOVA BUILDERS, PO BOX 489, SOMERSET, WI 54025. 1 HEREBY CERTIFY THAT I 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 ON THIS MAP IS SUBJECT TO STATE, COUNTY AND TOWNSHIP LAWS, RULES, AND REGULATIONS (I.E. WETLANDS, MINIMUM LOT SIZE, ACCESS TO PARCEL ETC.) BEFORE PURCHASING OR DEVELOPING ANY PARC CONTACT THE ST. CROIX COUNTY ZONING OFFICE AND THE TOWN OF HAMMOND. *stlarsrt~,^ ~O~ ^.s ~a: -~`•:. ` .,,.`ice '~ RO ER L. HU PnHR/EY, RLS 2188 .~„tt~~ ~~ 4~r, ~s i,y~,~N ~' ~•~ DATE: ~/7 (~ y ~ ~ N'J.`'/EPt[E2~`/ ~1t.1 ``. ' IILL.i: ~! r +^, ~ r ~ -o ay '' ... - :: yY... ./•.Y ~i r . ~ , r"~ Vol 18 Page 4795 SHEET 3 OF 3 Wisconsin~~epartmentofCommerce PRIVATE SEWAGE SYSTEM Safety and Buildinn„r7ivision ~ INSPECTION REPORT GENERAL INFORMATION (ATTACH TO PERMIT) Personal information you provide may be used for secondary purposes [Privacy Law, s.15.04 (1)(m)]. <'~r Permit Holder's Name: City Village X Township P.C. Collova Builders, Inc. Hammond Townshi CST BM Elev: Insp. BM Elev: BM Descri pt ion: ( ~ TANK INFORMATION TYPE MANUFACTURER CAPACITY Septic ~ ~ q ~ /~ / Dosing ~ ~.Jt~ Aeration - l~~ Holding TANK SETBACK INFORMATION TANK TO P/L WELL BLDG. Vent to Air Intake ROAD Septic q~ I ~ H ~ ~.{- r Dosing C ~ i 1 I ,~ N' , }. r,,, i `f7 Aeration Holding PUMP/SIPHON INFORMATION Manufacturer Demand GPM Model Number ,_ /~ rv~ ~ ~~ ~ "7 / TDH Li .G Friction ss System Hea~ TDH Ft Forcemain Leng~ Dia. j ~ Dist. to Well L ABSORPTION SYSTEM 1i ELEVATION DATA county: S~. Croix Sanitary Permit No 453101 0 State Plan ID No: P ce Tax No: 0 SectionlrownlRange/Map No: 05.29.17.E STATION BS HI FS ELEV. Benchmark ~ ~ rb~ `~ 19. Alt. BM Bldg. Sewer ~ ~ ,~ St/Ht Inlet ~ ~ ~ f , SUHt Outlet Dt Inlet t Bottom ~ ~ .~ ~~ S Header/Man. Z 4.7 /~ / Z •~ Dist. Pipe Z -Tb7 /0 ~ . 7 Bot. System /6 . I 3 , 5~ / 6 (~ ~ Final Grade St Cover Z ~ s(o 1'~'~ ,~ d f~ ~ov (- (~ ~ , 4, ~n BED RENCH ENSIGNS Width J ~ (( Lengt~ ~ No. Of T hes PIT DIMENSIONS No. Of Pits Inside Dia. Li id Depth V ` SETBACK SYSTEM TO P/L BLDG WELL LAKE/STREAM LEACHING Manufactu~ INFORMATION CHAMBER OR Type Of ystem: l~ 8 ~ ~ r! ,Gl~ ^~ ~ 1 ` ~ UNIT tA`~' Model Num DISTRIBUTION SYSTEM Header/Manifold Distribution ~ /~ ~ x Hole Size/~~ f ( x Hole Spacing Vent to Air Int th Di L th d)~ L Di i ~ S 6 eng a eng a pac ng (~s ~ SOIL COVER x Pressure Systems Only xx Mound Or At-Grade Systems Only Depth Over ! Depth Over xx Depth of xx Seeded/Sodded xx Mulched Bed/Trench Center ~ Bed/Trench Edges ~ Topsoil ' Yes No s No 1' S~ i COMMENTS; (Include code discrepencies, persons present, etc.) Inspection #1: ~ /n~~ /~ spection #2: ! / Location: 1126 170TH Str/e~et,~H-ammond,/W~I 54015 (NE 1/4 SE 1/4 5 T29N R17 N Lot3 Y~ pc...~ ~ ~ Parcel NAor: 05.29.17.66-' 1 - 1.) Alt BM Description = U ~N~'r''`• d~ S .~,'r"~ ~~, vi ~v„~, ~ ~(`165~ ~DZ3~, '"0~ O~ t~o~`" 2.) Bldg sewer length = 7~, ~ ~ 1 l ~~v~~• ~ ~~~Y~~~ ~-+ 7~f) ~T - amount of cover = ~ ~ ~ r-J~'"` ~ o~,~ ° vl ~ LLL ~ ~~~~f~ q ' _ _ -_-_ _ _ _ _ ~~-~- ( ~ ~7 I( Use otherls de foruadditional information. No ( ~ ~ 6 + ' ~ ~ " /~ 'f Date Insepctor' ignature Cert. No. SBD-6710 (R.3/97) n r Safery ttnd Buildings Division County C ~ ~/ ~ ) ~ 201 ~'• Washington Ave., P.O. Box 7082 Sanitary Permit Number' (to be filled in by Co.) Madiso~8WI61-6546 7082 ~ / O j~~O~~~~ State Plan LD. Number De artment of Commerce ~ ICI Sanitary Permit Ap hcation ~~2 I in accord with Comm g3.2t, Wis. Adm- Code, perso in o ~ ~ °""""~ Project Addre/ss~ (if diff~e7re~nyt~itrtai~g~ Tess) may be used for sewttdary PwuPosea privac Law, ~ `/ 2 tv ~ / v I, A lication Information -Please Print Ali Informati Q/ ~ ~/0 -9'd 'U~ PP ~' ~~ 9~ ~ ~ '~ ~ e Lor # Block N arcel # p Owner's N~ ~ ^„ f'./'r ?j l., l7 I ~~ _,. _! - .,,~.,....-..~. ~oPt~' Location ~ F~ operty Owner's Mailing Address t ' ~ S /1 /f'" ~ti ~%,, Sxtion 1 Zip Code Phone Number ~-4- City, State ( rcle . l\ ~ ~a T~N; ~Eo~ v`J I (~~~~~iA!_ ~...y ~ Subdivision Nsustt CSM Numbs II, ype of Building {cheek all that apply) 3 a (fLG[~ /-' 1 or 2 Family Dwelkng -Number of Hedroams , ~-!~7'7~/Z~~ r ^publitJComtncrcial-D,scribeUse S~ ~ ~ ~ ity (r'Villag ownshipof ^ State O+vnod - Desrnbe Use ~ ~ ~ ~ ~-" ~-' x IIL Type o Permit: (Check only Due bos on line A. Complete line B if applicable) ~ Other Modification to Existing System A. w System ^ Replacement System ^ Treatrnent/ttolding Teak Replacement Only List Previous Ptamit Ntmtber sad Date Issued ^ Change of ^ Permit Transfer to New B. ^ Permit Renewal ^ Permit Revision plumber Owner Hefore Expiration IV. T e of POW'T3 3 stem: C erlc all that a 1 Non -~~~~ in~iround uod > 24 in. of suitable soil ^ Mound < 24 in. of suitable soil e~ Unit~dO R arcularing Saod~Filterl~ ^ Constructed Wetland ^ Pr uriaai in-Ground ®Holdiag Tank ^ Pmt Fiber ^ Aerobic Treatm l~ ~ ^ Other (e lain) ~~ Line el-less Pi Recirculatia Synthetic Media Fitter ^ Leachia Cluunber ^ Drip V. Dis ersalrl'reatmentATea Informatio s Systett' even -~ Design i1 A;ppli ~ a Rate(gpdsf) Dispersa~Area~Re / t~ ~ ~ Dispersal Atea C fa Design flow (gpd) L-Z/S ~ 5 `~ J G ~~ / D Q la l~'k- Site Stee] Fiber Plastic Ca is ?oral Number Maaufaenuer Coneretz Constructed Glass VL Tank Info Gallons Gallons of Units New ]?xlstiag Tanks Tanks Septic ar Holding Twit ^ r / Aerobic Tratmeat Unit ~ tJ~ Dosing Chamber VII. geaponslbilI Statement- I, the undersignsd, a respoasibillly for tnsttsllation of the POWTS shown oa the attached plans ~~/ MPlMPRS u Business Phone Numb Pl 's Name Print) Plumbez's 5• re ~~ ~~ ~ ~ J Phunber's A doss (Street, Ciry, State, Zip ~ J ~/ Coon /D artme t Use Oal Sanitary Permit Fee tntludes GroundwaterD/at Issu Issuing Ag t Si re o ps) Approved ^ Disapproved Surcharge Fee) ~ ~ ~ , ~ ~ Y ~ Gj Q Owner Given Reason for Denial IX. Con 'bons off Ap~ easoas for Dlse`pproJ al ~/ /~~ , yy?a,~,1~~,,at2. ~i-J ~~~~~~-~~ ER: ~~4~.c~- ova ~ is~~ ~~%~~`I-- 1 optic tank, effluent filter and ~ ~ nG~f.~2~ G~~ ~~ , dispersal cell must all be serviced /maintained ~,~ ~ ~j~j ~ ~~~,^„ ~ ~ as per management plan provided by plumber. fi (/U ~ .~~ ~dQ-~~~ -- 2. All setback requirements must be maintained- U /ST"~~ - S _ as per applicable codetordinances. ,, ,,/ to the C only Daly) for the sy:ttm oa r sot less Than g~nchK la size ~ GC.GL ~ ~~~ AttaeO eompkte pleas ( `G~~ ~ ~~~ m ~ SBD-b398 (R. 08102) ~ ~ ~~ ~'" ~ ~~ I'~ /~~. ' PLOT PLAN PROJECT P:C. Collova Bldrs. Inc. ADDRESS P.O. Box 489 Somerset Wi 54025 NE 1/4 SE i/4S 5 /T 29 N/R 17 W TOWN Hammond COUNTY ST.CROIX 3/29/04 BEDROOM 3 MPRS Shaun Bird 226900 DATE CONVENTIONAL AT-GRADE CONVENTIONAL LIFT HOLDING TANK MOUND ~~ SEPTIC TANK SIZE 1000 gallons LIFT TANK SIZE DOSE TANK SIZE HOLDING TANK SIZE LOAD RATE 1.0 ABSORPTION AREA 454 # of chambers none BENCHMARK V.R.P. TOp Of 1 /2" Pipe ASSUME ELEVATION 100' Filter Zabel A-100 /AAA ^ BOREHOLE O WELL * H. R. P. Same as Benchmark d /1~-- SYSTEM ELEVATION 101.4' ~ ` ~- 273' Property Line Scale = 1 /4" = 10' Grading is to be done to divert run-off ~~ away from system / B-3 Alt. B.M. B.M. is 1 /2" pipe 101 @ 100.7' ~00' 99' B- 6% Slope Tank is to be properly bedded with lockdown covers with approved warning labels Huffcutt Combo Tank Well is to meet all setbacks found in Comm. 83 Pro 3 Bedroom House B-2 Area 15' below system is to remain undisturbed ~~ ~~, 170th St. ' commerce.wi.gov isconsin 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 Jim Doyle, Governor Cory L. Nettles, Secretary Apri105, 2004 CUST ID No.226900 SHAUN R BIRD BIRD PLUMBING, INC 1008 192 ND AVE NEW RICHMOND WI 54017 ATTN: POWTS Inspector ZONING OFFICE ST CROIX COUNTY SPIA 1101 CARMICHAEL RD HUDSON WI 54016 CONDITIONAL APPROVAL PLAN APPROVAL EXPIRES: 04/05/2006 Identification Numbers Transaction ID No. 982919 SITE: Site ID No. 672264 Pc Collova Builders Please refer to both identification numbers, 170th Street above, in all comes ondence with the a enc . Town of Hammond St Croix County NE1/4, SE1/4, S5, T29N, R17W Subdivision: CSM #226900; lot: 3 FOR: Description: Proposed•Fear Bedroom Mound System Object Type: POWTS Component Manual Regulated Object ID No.: 948755 Maintenance required; 450 GPD Flow rate; 24 in Soil minimum depth to limiting factor from original grade System(s): Mound Component Manual -Version 2.0, SBD-10691-P (N.O1/O1), Pressure Distribution Component Manual -Version 2.0, SBD-10706-P (N.O1/O1); Biofilter 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: • This system is to be constructed and located in accordance with the approved plans, the "Mound Component Manual for Private Onsite Wastewater Systems Version 2" SBD-10691-P(N.O1/O1). The pressure network is to be constructed in accordance with publications SBD-10706-P(NO1/O1) "Pressure Distribution Component Manual for Private Onsite Wastewater Treatment Systems -Version 2.0". • A Sanitary Permit must be obtained from the county where this project is located in accordance with the requirements of Sec. 145.135 and 145.19, Wis. Stats. • Inspection of the private sewage system installation is required. Arrangements for inspection shall be made with the designated county official in accordance with the provisions of Sec. 145.20(2)(d), Wis. Stats. • The area within 15 feet horizontally below the system shall remain undisturbed. Vehicular traffic or soil compaction in this area is prohibited. • A state approved effluent filter is required. Maintenance information must be given to the owner of the tank explaining that periodic cleaning of the filter is required. Access to the filter for cleaning must be provided per Comm 84 product approval conditions. • Comm 83 22(71- A copy of the approved plans specifications and this letter shall be on-site during construction and o en to ins ection b authorized re resentatives of the De arhnent which a include local inspectors. ~~ • ~'~~ 'j; t`y' ncli~~oyl~1~y _ ~ftGar...... ~l~l~ SHAUN R BIRD Owner Responsibilities: Page 2 4/5/04 • The current owner, and each subsequent owner, shall receive a copy of this letter including instructions relating to proper use and maintenance of the system. Owners shall receive a copy of the appropriate operation and maintenance manual and/or owner's manual for the POWTS described in this approval. • Comm 83.52(1)(a) -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. 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. • 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. 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, Gerard M. Swim POWTS Plan Reviewer -Integrated Services (608)-789-7892, Mon. -Fri. 7:30 am to 4:15 pm j swim@commerce. state.wi.us Fee Required $ 175.00 Fee Received $ 175.00 Balance Due $ 0.00 :7633 cc: Leroy G Jansky, Wastewater Specialist, (715) 726-2544 Cover Page Shaun Bird Bird Plumbing Inc. 1008 192nd Ave New Richmond Wi 54017 715-246-4516 Date: 03/29/04 Owner:P.C. Collova Bldrs. Inc. Location:NE1/4SE1/4 S5 T29 N,R17W Lot 3 170th St. Hammond System type: Mound System Manuals Used: Mound Component Manual Version 2.0 (01 /31) Pressure Distribution Manual Version 2.0 (01 /31) Page# 1. Cover Page 2. Mound Plot Plan 3. Mound Cross Section 4. Pipe Cross Section/Pipe Layout 5. Pump Chamber Cross Section 6. Pump Curve 7-8. Maintance and Contigency plan 9-11. Soil test Shaun Bir Signature License n RECEIVED MAR 3 d 2004 ,,, ~uMNlERGE ,,,,,., ~F SAFETY AND BUILDINGS i ~ SEE COR SpONDENCE SAFETY & BLDGS DIV. . ~ PLOT PLAN PROJECT P.C. Callova Bldrs. Inc. ADDRESS P.O. Box 489 Somerset Wi 54025 NE 1/4 SE 1/4S 5 /T 29 N/R 17 W TOWN Hammond COUNTY ST.CROIX MPRS Shaun Bird 226900 DATE3/29/04 BEDROOM 3 CONVENTIONAL AT-GRADE CONVENTIONAL LIFT HOLDING TANK MOUND ~~ SEPTIC TANK SIZE 1000 gallons LIFT TANK SIZE DOSE TANK SIZE HOLDING TANK SIZE LOAD RATE 1.0 ABSORPTION AREA 454 # of chambers none BENCHMARK V.R.P. TOp Of 1/2" Pipe ASSUME ELEVATION 100' Filter ZabelA-100 ^ BOREHOLE O WELL ~ H. R. P. Same as Benchmark ~ SYSTEM ELEVATION 101.4' 273' Property Line Scale = 1 /4" = 10' Grading is to be done to divert run-off away from system Alt. B.M. B.M. is 1 /2" pipe 101 @ 100.7' ~00' 99' B-3 B- 6% Slope Tank is to be properly bedded with lockdown covers with approved warning labels Huffcutt Combo Tank Well is to meet all setbacks found in Comm. 83 Pro 3 Bedroom House B-2 Area 15' below system is to remain undisturbed 170th ~~R__ _ ~: _ . No Desigaer Date y Non-Woven Filter Fabric 4" Observation Pipe Perforated ~pistriDulion, Pine Below Filter Fabric ;~ T!i C-33 S a^ d -`~ ~ i" ~~~` ~. Scope ,• Force i~oin ~\~F{ov-e0 .Bed Of {f~- 2 % ~.n er Drain Rock from Pump Y ~ . ~~ J .. _ ; ~ 1, -/ ~ Cress Section Of A Mound S stem Using F ~ p ged For The Absorption Arta ~ y . ~~ p ~ Ft. h ~5-D~' • ~ sods - g~~ Ft. ~~~~ ,~r~ ~ 3 ~t. ~ ~ . i ~s ~ ~ p ~ ~~~~ ~-':- L 4~Observotion Pipe-~ r . _-___. __.. ~--._------------------------ ~ A ~ -------_----_--- L Forte Moin w o l~ _~~-----_ ----- ~----- _~-------!"' From Pump cn o ~ .,,_ .._. -..- -- - 1 ~ Distribution Bed Of /z•- 2'2 Pipe Drain RocK I 4~~fJbt-ervotion Pipe~t.>C:~-~-~ Perrnontnt Marktr ~Sf~t~' ~ ,~' ~~.~ ,bv~`',~s'-ape or Rods Plon Viev~ Ot Mound Uiln A Bed For The Ab3orption Areo PAGE,r, OF_~. ~~~~ t,oCOted On $oltom. E4~otty Soocsa R9T 19pLL Att~ttT TO CanAtC}Fait Ft. ~#. Signed: License Number: Oate: X inches Y~~..~,_ Inches l Hole Diameter ~bInch Lateral ~" ~ Inch(es) Mdn i fol d .~ Inches ....._._ Force Main " ~-~- inches # of holes/AzRe ~~ 1 Invert ~ievdtior~ of Laterals~Ft... Perforate4 pipe Oetoii r V' TiGN AND SP£CIFICATIpNS L ss,~~yp CtiAMB£R Cr~flSS SEC SEPTIC TANK C ~£ATH£RP~F APFRpt) £D ~~s ~ ;~ •• iSli+i. ABOvE GRA©E VENT PIPE ~ Ni30~ 4R ,JU~tCTIflN $QX ~,tlTfi CflNBEiIT MpAit~OLS COMER ~1/ PAALOCK L , y ~~y` idI ~`ItflH D4flR. r;~ ;rtTAKE : wARK~N~ LAHE.. FRESI~ ~~ ,~.IR FSN~~~ :?~,:~II ~ItADE /(p ~ zY ....-.-a - ~ _ . ZHLET v -. ~ . ~5_ ' ~ ~p~11E0 i„~A'rER TIGHT SEALS "'~" ~` TIGHT' ~~L ~}IpYEDIP FE ~ ALH CIO SOIL ~~ ~ Pi _ / ~r '~ s ~ I ' ~ (}~'Q SQLID ~FT' p OF'F ELEV ! ~~ ~ SOIL 3a APgROti~ BEDpING Vi+EDFR TAA~R C RETE PAL SPECIE ICF,TZ OPiS ~ OOS ES P ~ 'DAY = ~~.~---' f ROSE ~ ~i~'SB£R SEPTIC ~.AC~gEK: vt3.S3ts£ Z11Ci.ODINIG ~~, , GAL- '~A13K ?4ANtJ GAL. D~iSE ~ FLf~=t~iBACR= _._-----"-~ -s SEPTIC~~~~ GAL. ~ _ ~=~AL- TA1iK S12ES • DQS£ ~,> iI~fCHES CRPACI~IFS= ~' a ~ G GAL. 2 ;NCHES ..,~----- A--- Rx TgODEL I~MS~E= ~' J~ G~' ~ C = -~ ~-=~ INCHES = I~GAL- ;~i1TCH ~ _ /~ ~ GAL, D = ~ INCHES - _.....----- pE7MP MA~FACT~tRF.R = m- S LHR 15.23 SAC KQDEL NL1t#BER = ~ /- ~T~g TYPE= _ GPli - pu~SP ~' ALP+RM idIRZNG AS PER ~ ''~ FEET REt?~3;RED DISCHARGE RATE ---~- DISTRIBU'~ICR3 pZP£-•~ ~_FEET CE BETWEEN pU~iP OFF A?+iB • •33 . FEET pRESSUitE FR;CTI423 FACTOR ~~~FEET vER'fICAL D;FFEREN -~ FT/1Q~'FT. • M~INI~'Ni~ NETf~tGRK SUPPLY pYN~IC HEAD ~ / } s~ ~- FEET FORCF•~ZH X -~-=~" T£1TAL ~ ~ ~ OiaMET£R ..._.-- DIMEN5IDt+t~ 4F PUMP °FA~IiC: ~,£23G'TH LIQUID L ~TEgHAL SIG~£B- _ ___--±~ T T~nsr~y ~+ ~R~y~ u 0A- ~-- ~Si.E~S~ 1'M1+SS~K• r :tss w r w g 12 °a w x U ~ 8 v 0 4 - TOTAL DYNAMIC HEAD/CAPACITY PER MINUTE EFFLUENT AND DEWATERING ~- LITERS ~ 80 t 60 240 320 FLOW PER MINUTE CONSULT FACTORY FOR SPECIAL APPLICATIONS • Timed dosing panels available. ~` ' • Electrical alternators, for duplex systems, are available and supplied with an alarm. • Variable level control switches are available for controlling single phase systems. • Double piggyback variable level float switches are available for variable level long and short cyclz`eontrois. • Sealed Qwik-Box`available foroutdoor installations. See FM1420, • Over 130°F. (54°c.)-special quotation required, 1521153-Series MODEL 1.52 153 Feet Meters Gol. I Liters Gal. Lifers 5 1.5 69 261 77 291 10 3.1 61 231 70 265 15 4.6 53 201 61 231 20 - 6.1 44 167 52 197 25 7.6 34 129 42 159 30 9.1 23 87 33 125 35 10.7 -- -- 22 85 40 12.2 -- -- 11 42 Lock Valves 38.0 Fi. (11.6m) 44.0 Ft. (13.4m) oiasos 3 27 s2 S2 , ~ t2 t/8 5 1/ t -----L 8 sKZOS+ -'~, SELECTION GUIDE 1. Single piggyback variable level float switch or double piggyback variable level float switch. Refer to FM0477. o cnunort 2. See FM0712 for correct model of Electrical Alternator E-Pak. All Installation of wntrola, protection -devices and wiring should be done by a qualified 3, Variable level control switch 10.0225 used as a control activator, specify duplex (3) licensed electrician. All electrical and safety codes should be fopowed including thfl most or (4) float System. recent National Electric Code {NEC) and the Occupational Safety aqd Health Act (QSNA). - RESERVE POWERED DESIGN For unusual conditions a reserve safety factor is engineered into the design of every Zoeller pump. ~; 49AIL T0; ~:D. BOX 16341 .. _ Louisvipe, KY 40256-0347 Manufacturersof. . SHIP T0: 3649 Cane Run Road ~/ ~~ O, ~ O ® Louisville, KY 4021 f-1961 ,Q~/TY /-!/MP9 ,.7INCE ~93d m A~~A~p ~.~ (502) 778-2731.1(800) 928-PUMP ce v r~r»V7d369d http://www.zoeller.com ~~ ~ ~+•••• ~- _ ~ , ^'•,""`,... ---~ ©Copyright 2000 Zoeller Co. All rights reserved. OVYTS OWNER'S MANUAL 8~ MANAGEMENT P Ns ,. P SYSTEM SPECIF(CATI_,__ F[t_E iNFORMA'nON i ~, Septic Tank C.aPa~Y ____ owner ~ ~ Septic Tank Manufacturer Permit ~. _ Effluent Flter Manufacturer Page / of ^ NA ^ NA ^ NA Mp(NTENpMCE INSTRUCTIONS n one of the ro~~ow~T~y "w"°~° ~' of tanks and dispersal cells shall be made by an individual car'ryi g for POWTS Maintainer, Septage Inspections to identify any missing or broken certifications: Master Plumber, Masns must inductee a ~ Sn P~~~thSe tank(s) Setvidn9 Operator. Tank inspec~o iden ' any cxacks or leaf. measure the volume of combined sludge and scum and to check for any ba uP shat( be visually inspected to check the effluent levels hardware' ~ round surface- The dispersal cell(s) nding of effluent on the or pondin9 of effluent on the g nding of effluent on the ground surface. The Po authoritY- in the observation pipes and to check for any Po uires the immediate notification of the focal regulatory ground surface may indicate a failing condition and req or more of the Sank volume, the e and scum in any tank equals one-third (K) When the combined accumulation of sludg a Septage Servicing Operator and disposed of in accordance with ~'• NR entire contents of the tank shaft be removed by nents~, and any 113, Wisconsin Administrative Code. - retreat meat compo of effluent fibers, mechanical or pressurized POWi'S components, p The Serviang rforrned by a certified POVYTS Maintainer. other maintenance or monitoring at intervals of 12 months or less shall be P2 of completion of any service event q Sege report shall be provided to the local regulatory authority within 10 days s for the Presence of painting products or other START UP AND OPERATION ersal Cell(s). tf high concentrations are For new Construction, Exior to use of the POWTS check treatment ink( ) chemicals that may impede the treatment process and/or d ~ e9serne cng Aerator Prior to use_ detected have the contents of the tank(s) removed by a sep g "'~ fr n at the infiltrative surface. Page ` of _~ shall not occur when sort cond~bons are oze System start uP h" hwater levels. When Power is restored the excess Dunng power outages Pump tank' maY fill ~ e ~ rr7ial ~ overloading the ce6(s) and may result in the ed to the dupe cell s to one large dose, um tank removed by a wastewaterMni! be dtschar9 of ef8• ent To avoid this situation have the contents of the p P backup or surface dischar'9e rlor ~ resi~rin9 power to the effluent pump or contact a Plumber or POWTS Maintainer to Septa9e Servicing Ope~t~ p ppntfols to restore normal levers within the pump tank assist in manually operahn9 tfte pump .. r!c vehides over tanks and dispersal c~tls• Do not drive or parts over, or otherwise disturb or oompad, Do not diive ~ Pa ~ any mound or at-grade soil absorption area. the area within 15 feet down stops rfonrtanoe and prolong the life Reduction or~el"imination of the following from the ~stewater stream may improve the ~` denhd[ floss: diapers; ~y y~pe,; cigarette butts; condoms; cotton swabs; deg of the POWTS: antibiotics: urri water, fruit and vegetable peelings; gasoline: gt~ease; herbiades; meat disinfectants; fat; foundation drain (sump P P) .des; ~~ry napkins; tampons:'and water softener brine. scraps; medications; oil: painting products; Pe~~ ABANDONMENT n taken out of service the following steps shall be taken to insure that the When the POWTS fails andlor is pemlane iYY _ system is properly and safely abandoned in com nlneded and the abandoned Pipe openning~sealed- Eve Code: All piping to tanks and pits shalt be disco disposed of by a Septage Servicing Operator. The contents of a[[ tanks and p'ris shall be removed and properly After pumping, all tanks and P~ shad ~ excavated .and removed or their covers removed and the void space filled with soil, gravel or another inert solid material. CONTINGENCY P(.AN aired the following measures have been, or must be taken, to provide a code If the POWTS fails and pnnot be rep compliant replacement system: p A suitable replacement"area has f~ arealsho d be protected flromdist rbance and compatetra ma ~ should not absorption system. The repiacem sect stn,icture, tot lines and wells_ Failure to be infringed Upon by required setbacks from existing and propo protect ttre replacement area will result i stmus ~mpl a n~ the~~l tl Sn effect at that t~me~blish a suitable eplacement ar .Replacement system - unable a ment a r not ova' ue to etback nd/or sot rtati s. Ba a ances in POVVT ~'epla the failed P S- t nol hol g .may i Iled as a ast resort to a su'rtabte replacement area. Upon failure of the POWTS a soil and The site ha not evaluated to identify site evacuation must be Performed to locate a suitable replacement area. ff no replacement area is availab e a holding tank may be installed as a last resort to replak:e the failed POWTS. removal of the biomat at ~ound and at-grade soil absorption systems may be reconstructed in Ply the r~ul s 'rn effect at that time. the infiltrative surface. Reoonstnrchons of such systems must comply <NI/ARNtNG» SEPTIC, PUMP AND OTHER TREATMENT T~KREATMENT TANK UNO~ ANY C RCUMDSOANCESF DEAD MAY G . DO NOT ENTER A SEPTIC, PUMP OR OTHER RESULT.. RESCUE OF A PERSON FROM THE INTERIOR OF A TANK MAY BE DIFFICULT OR iMPOS ADDITIONAL COMMENTS POWTS MAINTAINER Name .-/ ~ r Phone - ~ -~ J ~ LOCAL REGULATORY AUTHOR(7Y SEPTAGE SERVICING OPERATOR PUMPER f Agency ~ - ~,~ ' yC Name ~~-.~ ~ ~ ' Phone ~~~ = ~ Phone ~ f ,~" '-" ertdes This document meets This document ryas dialled try iho stairs of the Green Lake, Marquette and Waushara County Zoning and Sanitation a9 tt~e miriunum requirements of di. Comm 8322(~(b){t}(d)d.(f) and 83.54(1), (2) & C3). W-sCOnsin Administlafve Code_ Use Of this dpp~ment does not Gnrt+~v ry°ti) guarantee the performance of the PpylfrS. POWTS INSTALLER ~a Name ~, K ~./ ~ ' l ,~ Phone ~ = ~ ST CROIX COUNTY SEPTIC TANK MAINTENANCE AGREEMENT AND OWNERSHIP CERTIFICATION FORM OwnerBuyer P. C. Collova Builders, Inc. P O Box 489 Somerset, WI 54025 Mailing Address t I ~. (P . ~ Property Address ' (Verification required from Planning Department for new construction) City/State r--~ ~(~ ~ 1.- Parcel Identification Number ~1 ~~ l~Q,p cJ6- CXS d LEGAL DESCRIPTION o ~o Property Location %, ~ r/., Ste, ~ , '~N-R~W, Town of Subdivision Gam, Lot # ~. Certified Survey Map # Volume _ - ,Page # Warranty Deed # ~ ~ ~~''~._.~~ c ,Volume ~ ~ `~ Pa e # ~ ~ ~ --°-7 S Spec house,~yes ^ no Lot lines identifiable es ^ no SYSTEM ~~MAINTENANt~`E Improper use and maintenance of your septic system could result is its prematurafailure 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. Cmix Zoning Department a certification form, signed by the owner. and by a rnasterplumber, journeyman plumber, ttstricted plumber or a licensed pumper verif}ring that (1) the on-site wastewaterdisposalcystem 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 uadezsigned 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 retumcd to the St. Croix County Zoning Office within 30 da~ of the three year e~,rration date. SIG ATUR OFD PL ANT DATE I (we) certify that all statements on this form arz taste to the best of my (our) larowledge. I (we) am (are) the owner(s) of the petty described abov , by virtue of a warranty deed recorded in Register of Deeds Office. ~ ~ ` ~ ~ /~`l/~1 SI TURF O I:I ANT 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 RECEIVED FEB D 22,004 SO L EVALUATION REPORT Page ~ of.~ W~nsin Department of C erce Division of Safety and Building ST. C ~~?~.~~ ZO~~~'~~ nth C mm 85, Wis. Adm. Code County ~ T-. ~7 ~ Attach complete site plan on paper no ess t an x inc es in size. Plan must inducts, but not limited to: vertical and horizontal reference point (BM), direction and Panel I.D. ad D ~ t J ~ ~~ . ro percent slope, scale or dimensions, north arrow, and location and distance to neares ewe Please print all information. ~ (m ) 04 t t 5 Da ~ Q ) . ( ) . Personal information you provide may be used for secondary purposes (Privacy Law, s. P ~ Property Location ~~ ~~ C I ! C ~ ~ Govt. Lot ~ 7 1 /4 ~ 1 /4 S s T ~ N R ~ ~ E (or ((( Lot Bl~k # Surb1da ~ me or M#~ ~ ••• props Owners Mailing Address v b/ S Yes ~ '"'ll `l, I J l City State 'p Code Phone Number ^ City Ullage Nearest Road ~ New Construction Use: esidential I Number of bedrooms Code derived design flow rate ~ GPD ~~blic or commeraaf -Describe: ------- ------ ^ Replacement ~ %~ ---~------ -~- ft ~? -~/ . - Flood Plain elevation if applicable Parent material v • ~ /j'1 ` ~ •/ General corrvnertts ~ ~~G~'M-C'(!' ~ and recommendations: (.// ~ n_ ] L] Boring ~-~---/ 1 ~~ # ~ i ~ ft. Depth to limiti factor in.• Pit Ground surface elev. ~ Soif lication Rate Horiuxt Depth Dominant Cdor Redox Description Texture Structure Consistence Boundary Roots GPDIfF in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. •Eff#1 'Etf#2 Boring '~ Boring # Pit Ground surface elev. ~ ~ ft. Depth to limiting factor in• Soii lication Rate Horizon Depth in. Dominant Color Munsell Redox Destription Qu. Sz. Cont. Color Texture Structure Gr. Sz. Sh. Consistence Boundary Roots GPD/fF `Etf#1 'Eff#2 3 _ s- /~ .; ~----- ~' 2_ . 6~ ~ ~' - - e,,~/ i ~t . c~ _ ~ ~ - __. _ nn n ~ on .,,.,.n spa TCC c 'UI rrvtfl • Effluent if1 = BOD > 3ti < 1[u mgru ana i ~ ~,w _ ~ ~ ~...~-....._ _ -- _ -- -v - _ CST Narr>s (Please Print) gna CST Number Bird Plumbing, Inc. Shaun Bird 226900 Address Date Evaluation Conducted Telephone Number 1008 192nd Ave, New Richmond, WI 540 ~ ~,~~--~ ~! 715-246-4516 l -r Property Owner _ ® Boring # Parcel ID # ^ Boring t~'"~ Pit Ground surface elev. ft. n. Depth to limiting factor V' Page of Soil ligtion Ra Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots fE~GPD1FfE~ in. Munsell Qu. Sz. Cont. Color Gr. 5z. Sh. ~~ // ~~ GL ~ ~ ~ ~ ~ ~ , ~' ~~[ J ~ / ~/~ J ~n~/1 S' ~ /~' / ^ Boring # ^ BOnng ^ pit Ground surtace elev. ft. Depth to limiting factor ~n~ Soil fication Ra Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots •E~GPD/fFE~ in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. ^ Boring ^ ~~ # Ground surface elev. ft. Depth to limiting factor in• ^ Pit Soil lication Ra Horizon Depth Dominant Cdor Redox Description. Texture Structure Consistence. Boundary Roots •E~GPD/f~E in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. ' Effluent #1 = BOD; > 30 < 2'10 mg/L and TSS >30 < 150 mglL ' Effluent #2 =GODS < 30 mglL and TSS < 30 mgll 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 (8.6/00) Soil Test Plot Pla Project Name P.C. Collova Bldrs. Inc. Sh Bi Address P.0. Box 48 9 Somerset Wi 54025 TM #226900 Lot 3 Subdivision ------- Date 1 /30/04 NE 1/4 sE 1/4S 5 T 29 (~ 17 W Township Hammond Boring Q Well PL Property Line BM or VRP Assume Elevation 100 ft. System Elevation 101.4' Alt. BM Top of 1/2" Pipe @ 100.7' County ST. CROIX Top of 1 /2" Pipe *HRP Same as Benchmark 273' Property Line Scale is 1" = 40' unless otherwise noted iIA ~ .S 20 10' 101' 60' 45' B-1 B-3 60' 6°Io Slope 100' B-2 0 Survey was not completed at the time of testing, all lot lines and setbacks must be verified before installation LEGAL ST. CROIX COUNTY, W ISCONSIN OLD TXSCR02 REAL ESTATE TOWN OF HAMMOND COMPUTER NUMBER 018-1008-90-000 Parcel Number 05.29.17.68 OWNER NAME: First MICHAEL B & DAWN Last MARSHALL PROPERTY ADDRESS: Hse # 1/2 PD --Street Name-- Type SD Apartment SECTION 5 T_ OWN29N_RAN_GE '/4160 '/<40 Line Description Line Description TAL ACREAGE 40.000 PLAT LOT BLK 01 SEC 05 T29N R17W 15 02 SE NE 16 03 40 AC 17 18 05 06 20 07 21 08 22 09 23 10 24 11 25 12 26 13 27 14 28 F1-General, F4-Prev. Parcel, F5-Next Parcel, F7-Valuations, F8-History, F10-Exit . Document Number U 2S36P 3y7 STATE BAR OF WISCONSIN FORM 2 - 1999 WARRANTY DEED This Deed, made between Michael B. Marshall and Dawn Marshall. husband and wife Grantor, and P. C. Collova Builders. Inc.. a Minnesota COrlwratlon Grantee. Grantor, for a valuable consideration, conveys and warrants to Grantee the following described real estate in St. Croix County, State of Wisconsin (if more space is needed, please attach addendum): See Attached Exhibit "A" 75'359 KATHLEEN H. YALSH REGISTER OF DEEDS ST. CROIx CO.. KI RECEIVED FOR RECORD 03/29/2004 12:50PM 1lIARRAHTY DEED EXEMF~T # REC FEE: 13.00 TRANS FEE: 2012.40 COPY FEE: CC FEE: PAGES: 2 Recording Area Name and Return Address I /(Hi~J (/`y ~'// J(/S~ ~ of - ~ - • ols-loos-so-ooo ~(~lS o18-loos-9o-o00; ls-ioio-oo-ooo: ois-logo-lo-ooo ~ umber (PIN) This is not homestead property (is) (is not) Exceptions to warranties: Easements, restrictions and rights-of--way of record, if any. Dated this ~i ~~ day of March , 2QIW .~n --- ---- --- -- -- - --- * * Michael B. Marhsall --- ----- - --- * * Dawn Marshall AUTHENTICATION Signature(s) Michael B. Mar_sh_a_I_l and Dawn Marshall, _ husband and wife ^~ ~~OVt- authenticated this C~LO day of March , 2004 * Kristina O Ig and _`_ - - TITLE: MEMBER STATE BAR OF WISCONSIN (If not, authorized by § 706.06, Wis. Stats.) THIS INSTRUMENT WAS DRAFTED BY Attorney Kristina Ogland Hudson, WI 54016 (Signatures may be authenticated or acknowledged. Both are not necessary.) ACKNOWLEDGMENT STATE OF ) _...- ----) ss. County ) Personally came before me this day of _ ---- - _ the above named to me known to be the person(s) who executed the foregoing instrument and acknowledged the same. * Notary Public, State of _ _ ___ My Commission is permanent. (If not, state expiration date: . •) ~% * Names of persons signing in any capacity must be typed or printed below their signature. Information Professiona-s Co., Foxed du Lac, w1 STATE BAR OF WISCONSIN 8(10-655-2021 WARRANTY DEED FORM No. 2 -1999 U 2536P 318 EXHIBIT "A" Part of the NE'/. of the SE'/.and Part of the NW'/ of the SE'/. and Part of the SW'/. of the NE '/< and Part of the SE'/+ of the NE'/+ of Section 5, All in Township 29 North, Range 17 West, Town of Hammond, St. Croix County, Wisconsin described as follows: Commencing at the Southeast comer of said Section 5; thence N00°05'29"W 1315.84 feet along the East line of the SE'/+ of said Section 5 to the point of beginning; thence N89°25'01 "W 2639.28 feet along the South line of the N %Z of the SE'/. of said Section 5; thence N00°21'34"E 2581.45 feet along the North-South'/+ section line; thence N89°51'32"E 1316.00 feet along the North line of the SW '/+ of the NE'/.; thence S14°12'09"W 566.08 feet; thence S56°30'45"E 166.57 feet; thence S05°58'41"W 617.95 feet; thence S89°26'33"W 230,23 feet; thence S00°08'03"W 557.04 feet; thence N89°26'33"E 1601.66 feet; thence S00°05'29"E 758.82 feet along the East line of the SE '/. to point of beginning. ~e~;s~ za-o~ hy1 ~,~ .i ,. 2 0 U d ~;~~ a ,; ~- CERTIFIED SURVEY MAP LOCATED IN PART OF THE NORTHEAST 1/4 OF THE SOUTHEAST 1/4 OF SECTION 5 TOWNSHIP 29 NORTH, RANGE 17 WEST, TOWN OF HAMMOND, ST. CROIX COUNTY, WISCONSIN. LEGEND: ^ SET 3L4" BY 18" IRON PIN W .1.50 LBS./FT. ~ FOUND 1.31" IRON PIPE ~- COUNTY SECTION MONUMENT (FOUND AS NOTED) - - BUILDING SETBACK LINE ---- 12' UTILITY EASEMENT NOTE: BEARINGS ARE REFERENCED TO THE EAST LINE OF THE SE 1/4 OF SECTION 5, ASSUMED TO BEAR N 00'05'29" W. OWNER: SURVEY CONDUCTED AT THE REQUEST OF THE OWNER: P.C. COLLOVA BUILDERS PO BOX 489 SOMERSET, WI 54025 E 1/4 COR SEC 5 ~ 1~N~A~T~~ANQ~ FOUND PK NiIL N N O n S 89'26'33" W 343.24' o u i °O ~ 306.24' 37.00' Z M j N ~ 100'-~- 3 Zi LOT 3 i ~ w ~ ~~ rn 87125 S. F. N O a'' I H O ~I w 2.00 Ac. ~ 3 on ~ C/~ I z Qi ~ ~ M N I x a~ "c~v I :~ OI ~ ~~ o i o I ~ z I I cn ~ ~ ~ 33~ 6' 33' w 0' N 00'23'36" W 7.0 o 1 `n ~ 100.00 -35.53' ~ -- ---- 3 z - --- ARC-123.76 ' " ' ~ 53 E 135.53 C1 S89'S7 \ S 89'57'53" E 84 70' ~ I Q, ~ ~ . ~ ~ ~ d. O ~ w 66' JOINT DRIVEWAY EASEMENT O '~ ~ - -SSE COR SEC 5 Z FOUND SURVEY MARK CURVE DATA TABLE: CURVE RADIUS ARC DELTA CHORD CHORD BEARING TAN. IN TAN. OUT C1 833.00' 123.76' 08'30'45" 123.65' N 85'46'44.5" E N 81'31'22" E N 89'57'53" W s ~i~{~i~9•~'' I~KC~ ~ y S-2~~ ~ ~ wnnnvtl ~ ~ i of JI 0 ~I Qi a~ ~I ~~ __ I ___ -~r-R~ n _~ - ~pBE1_S~M_}.S~CIfIO~L.LINE _ ~ ~ ~ 0901~~/@.YR1HE@$~/ ~ / LNPLCKnffDJ.AN _~~-~ ~1_OEVYf'd4-fir -'~ - 8 ~ ~ .31' 2581.13' _ . 8' 25 .84' 283.8 ' 200.7 238, ' N 0021.34• --T- 1 -/ ~ `, /--y- ~1 ~--- ~ ~-- f ~ ^ ~ -+<-1 1317.14' ( / " 1 / $ ~~ v~ /~~~ ~ ' ~3~ ~~ ~ ~ ~n/~4A/~ , egg N / ~`_,n~ o ~' ~: ~/ > " ~`~,/ I / ~ / /' ~ ~ ~~ /~ p° X15 . __ ~ ~ / ~_~ ~'o ~ / `~°~ /, ;~ ,r -~ ~ ~,~%/ i /~v % i" sir-- -_, ~~~ ~~~ b J ~ ' %~'~~ v`ro~ J ,7~,,~ a _ / ~ I /' 'rs "'tee i'~ ~/~, % ~/< ~ ` ~ ~ .b$` (' /~/ ~~'~i~~i~ // e ~~ ~ ~~~y v~~°i/, r•\J~ ~ ~ k / / r' / /.~> ~~ to ~\~ x ' ~' ~a/~~g~^ ,~/ ,' ~ .. 1 X z ~ L s ~~. ,\ ~~~ 1\ 1-"` • p3 rr - -I li ~ ~ ~ ~ 11 ~ ~ ~ ~i 1 / r ~ v 7g, ~ ~ ~' -Ai ~ I--- ~ j1 1 ~ ~ I ~C NI~I/ ~ \~ ~ Z~mQi \ \ ~ ~~'~mel ~ I \ I' \ 1~ I 1~~'~° I II I i I T~ ',ITI ~' ~J~ \ ~ ac I 'l o •~' 4ryl i ~1 \ , I ~ ~ h OD IL I l 1 I~ I III I I / 1 ~ f~~'" `~1/`•' ~ ~ o 1, \, L l _ M-: 1 -P~ / \ 11 ~~ I ~ '~ I I \1 ~\ `1 I I II ~/ /~~ I I / ~ • I o ~ ~ 1 1 so?9 ~ -I ~ -~`I`1 I s \ • r- J LI I L_ `1 I m a y I I 8 I I ~I i I ~ ~ ~ sri. 4.2s' ~1~ 12. o ~ e'- (I ~~N In> '~ l ~ ~~N~ ^'~Or I \ I\ 1/I / 1! 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