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Home My WebLink About008-1060-30-100Parcel #: 008-1060-30-100 03/30/2007 03:30 PM PAGE 1 OF 1 Alt. Parcel #: 21.28.16.306A-10 008 -TOWN OF EAU GALLE Current X ST. CROIX COUNTY, WISCONSIN Creation Date Historical Date Map # Sales Area Application # Permit # Permit Type 00 0 Tax Address: Owner(s): 0 =Current Owner, C =Current Co-Owner O -GUNSALLUS, PAUL W & AMY L PAUL W & AMY L GUNSALLUS 2351 30TH AVE BALDWIN WI 54002 Districts: SC =School SP =Special Property Address(es): ' =Primary Type Dist # Description ' 2351 30TH AVE SC 0231 BALDWIN-WOODVILLE AREA SP 1700 WITC Legal Description: Acres: 5.010 Plat: 4163-CSM 15/4163 008/01 SEC 21 T28N R16W PT NW NE BEING CSM Block/Condo Bldg: LOT 01 1 3 LO 1 / 5 416 T 1 5.0 0AC Tract(s): (Sec-Twn-Rng 401/4 1601/4) 21-28N-16W NW NE Notes: Parcel History: Date Doc # VollPage Type 01/30/2006 817454 EZ-U 08/05/2002 686028 1941/146 EZ 11 /29/2001 663455 1775/036 W D 10/10/2001 658707 1735/173 WD more... 2007 SUMMARY Bill #: Fair Market Value: Assessed with: 0 Valuations: Last Changed: 07/19/2004 Description Class Acres Land Improve Total State Reason RESIDENTIAL G1 5.010 28,500 176,500 205,000 NO Totals for 2007: General Property 5.010 28,500 176,500 205,000 Woodland 0.000 0 0 Totals for 2006: General Property 5.010 28,500 176,500 205,000 Woodland 0.000 0 0 Lottery Credit: Claim Count: 1 Certification Date: 11/29/2005 Batch #: 05-55 Specials: User Special Code Category Amount Special Assessments Special Charges Delinquent Charges Tota I 0.00 0.00 0.00 ~/isconsinr,"?epartm~ nt of Commerce PRIVATE SEWAGE SYSTEM safety an~ Building Division - INSPECTION REPORT GENERAL INFORMATION (ATTACH TO PERMIT) Personal information you provide may be used for secondary purposes [Privacy Law, s.15.04 (1)(m)]. 'ermit Holder's Name: City Village X Township Gunsallus, Paul Eau Galle Townshi ;ST BM Elev:~ . ~ ~ / Insp. BM•E`ev: ~ BM Dq~cription~ ~ v~ rANK INFnRMATIC)N ~j~[ ql of f/C~~ !IT 1 ELEVATION DA ' TYPE MANUFACTURER CAPACITY Septic 2 Dosing ~~ U Aeration Holding TANK SETBACK INFORMATION TANK TO P/L ~ WELL BLDG. Vent to Air Intake ROAD Septic \ ~ J O / ~ / ~~ ~ , Dosing ~~~ / Aeration Holding PUMP/SIPHON INFORMATION Q,C~ Manufacturer , / Demand ~•~/ GPM Model Number V ~ ~~ ~ ,/ 3', ~G TDH Lift r Friction LossFriction Loss SystTDH Lift em Hea TDH FtTDH Ft 21- ,1~ 3y-y~ Forcemain Len th -Dia. ~~~ Dist. well ~ SOIL A6SORPTION SYSTEM county: St. Croix Sanitary Permit No: 404985 0 State Plan ID No: ~/~ ~ / Parcel Tax No: 008-1060-30-100 ~'~Z /n3.~17- STA N 1M BS 2.23 HI /U2. FS 3 ELEV. DD • o Ben~,h ar m~ ~ , ~ ~ Q` n t. BM ~ ~ ' S .o I~. I 3, D Idg. Sewer / may. ~ ). q s ( 1 St/Ht Inlet '1 ~ ' q St/Ht Outlet Dt Inlet ~~ / Dt ottom ~~ ild~y~ t Header/ an. ~' - I03• -~ `~f• Dist. Pipe • a - y.Z Bot. System - ~ ~/ ~d • g~~ Final Grade~.r~0~t S .,~s~ /a~~ G St Cover S ,1 _ ~~ 0~ u •Oy -1 ~ - p Gi I ~ 1 X23 .~ BED/TRENCH DIMENSIONS Width ~ Length n /(J/I No. Of renches ~ ~~. PIT DIME~iONS / No. Of Pits Inside Dia. Liquid Depth SETBACK SYSTEM TO P/L LDG WELL LAKE/STREAM LE HI Manufacturer: INFORMATION CHAMB OR Tyge Qf Sys ~ ~ ~ ~ / ) IT Model Number: I'11STRIRIITION SYSTEM Yln/a~r+w..J 61~:Ls,.iP- dli'nivcL~..l '-1'D Yt1a/~2L-A.CK~ 1'.~/_111_Y /.iAD~e_M-=tl'6-~-., Header/Manifold f ~ t Distribution ~ ^ ^~7 ~ x Hol ze x Hole Spacing ~ Vent to Air Intake 7 N ~ / h Pipe(s) ~ ~ '~ // ~ ~ ~ 3'S ~ ~~ -~ Dia Lengt Spacing Length Dia ~i C(lll C(1VFR ., o.e~~...e c..~•e.,,~ n.. i.. ..v Mnunri ~r Af.r;rarla Svstams Only ir'1n ~-/'1~Aiv.+I~p19!- Depth Over ,r Depth Over xx Depth of xx Seeded/Sodded xx Mulched Bed/Trench Center I 4I 1 Bed/Trench Edges Topsoil I Yes ' '' No ~! Yes No ~. r, COMMENTS: (Include code-discrepencies, persons present, etc.) Insp'ect~ion #1:~~ /Qp~~/ (U,~yy ~y~y'nspection #2• ~ _ /~~/3~^ Location: 2351 30th Ave. Baldwin, WI 54002 (NW 1/4 NE 1/4 21 T28N R16W) NA~""""v" "" -~ / Parcel No/v: f2~ 2 . 6. 6A16~[-~' W~,() ~ ~ ~ ~ I a~c•~•k ~'. Ssi~-c-~- is s. T~~ c, .Tns-~.~~e1 '~ 1.) Alt BM Description = 2.) Bldg sewer length = ~ ~ aa ~ /ri~.~~o,~~~G!- ~~ IC~~"C ~/~~ ~°'~~,~f,,"~.¢'~~,LS ~vlo. -amount of cover = ~ , (p -I (~ ~ ~ ~~~(~~ -~.x~ ~- ~ a.fc~~-- ~C~ ~ - - " " -~ l 3.) Contour - ' >*-- 3 _ _-- --- --- --- __ -- II'' Plan revision Re uired. Yes o ~ /„1 ~~ Use other side for additional information. ' ~ II~ [ : v ~~~~/I/1~1~. Date Insepctor's Si nature Cert. No. SBD-6710 (R.3/97) # z35-- 3~~ 1~v~. Lk~ L~[1~~~ Sanitary Permit Application Safety & Buildings Division In accord with Comm 83.21, Wis. Adm. Code 201 W. Washington Ave. `~5C0/fSin See reverse side for instructions for completing this application PO Box 7302 WI 53707-7302 Madison Department of Commerce Personal information you provide may be used for secondary purposes , , (Submit completed form to county if not [Privacy Law, s. 15.04(1)(m)] state owned.) Attach complete plans (to the county copy only) for the system, on paper not less than 8 -1/2 x 11 inches in size. County State Sanitary P rmit Number ^ Check if revision to previous application State Plan I. D. Number o I. Application Information -Please Print all Information Location: Property Owner Name Property Location Property Owner's Mai ing dress _ Lot Number Block umber ST. CROIX COUNTY ity, State Zip Code PhongtJp11N6~'OFFICE £abdi'ri~+e~Alame or CSM Number L ~,.9 OL. ( ) y ~ 2 lJO~ 6 II. Type of Bui ding: (check one) as Prr ow k-u~ P .-••s . ^ Ciry 1 or 2 Family Dwelling - No. of Bedrooms :~ ^ Village O Public/Commercial (describe use):_ Town of , ^ State-O ned C ,~ Neazest Road J ct `f` KIS~r ~ ~~r - (•92t Zia Parc ZI.ZB.Itc- III. Type of Permit: (Check only one box on line A. Check box on line B i applicable) _ Q p _ obq-F A) 1. New 2. ^ Replacement 3. ^ Replacement of 4. 5. 6. ^ Addition to System System Tank Only Existing System B) Permit Number Date Issued ^ A Sanitary Permit was previously issued IV. Type of POWT System: (Check all that apply) .. ^Non-pressurized In-ground ~ Mound ^ Sand Filter ^ Constructed Wetland ^ Pressurized In-ground ^ Holding Tank ^ Single Pass , ^ Drip Line ^ At-grade ^ Aerobic Treatment Unit ^ Recirculating ^ Other: V. DispersaVTreatment Area Information: 1. Design Flow (gpd) 2. Dispersal Area 3. Dispersal Area 4. Soil Application 5. Percolation Rate 6. System Elevation 7. Final Grade Required Proposed Rate (Gals./day/sq. ft.) '(Min./inch) Elevation VII. Tank Capacity in Total # of Manufacturer Prefab Site Steel Fiber- Plastic Information Gallons Gallons Tanks Con- Con- glass New Existing Crete structed Tanks Tanks ^ ^ ^ ^ -S• ~ - v w.~,~ ^ ^ ^ ^ VIII. Responsibility Statement I, the undersigned, assume responsibility for installation of the PO shown on the attached plans. Plumber's Name (print) Plumber's Signature (no stamps)• ~ 1Cff7PIPRS No. Business Phone Number umber's Address (Street, City, State, ~p Code ~~~ Gsi- yvs -x/06 IX. County/Department Use Only ^ Disapproved Sanitary Permit Fee (Includes Groundwater Date Issued ~ Issuing Agent Signature (No stamps) Approved ^ Owner Given Initial Adverse Surcharge Fee) ~ ~ Z , Determination 3 S. 3 ZoaZ X. Conditions of Approval /Reasons for Disa proval: re ~°``S -~ r~u ~- ~,.~ a~ a~ cu,,.~,2x ~ v~.~e.-tie .~ ~y.~%r~ -sf~-~c~a,v ~ t s . ', SBD-6398 (R. 07/00) C S ~ ~ i ~ ~~___'~'~'` \I ~, PLOT PLAN Page 3 of 7 . ~ Scale 1"=G~' ecxv.,Yy 813 I 3~3 d ni ~~~ ~ ~.' ~ I G~1'12 '~ QA ~~ ~y~ly„! ~ _._. 30 `oF 4NP~e ._. Do rapT eowinr~-er ort D141v~iB ..rN1S ~ryq zbo` o~ /q3 ~ ,~ 2N PVC F.1y_ ~" ~ i \5 ~, ~. i / B•3 3 Z ~,,,~ i a3 ~-~ ~ ~ . ~' ~~ ~,~ ~~~t g°lo ,-.a• _ ti~ ~~~-,~ aui"CO~ oc= ~-t ~z. , q8.9 2, ~ ~uT wNt ~~''1- ~ • 1u0. U ~ drv ~P OF 3/`d° ~-8-1'{2 . ~'sti.T 8w~ - L~-• 0.R. L9' cy.~ ~oP ot= « k 4 NOTES: 1. Elevations shown are existing ground elevations unless otherwise noCed. 2. Install 4" observation pipes with approved caps. ( Z required). 3. Septic tank to be 1Z8U 180 gallon capacity manufactured by • ~1 ~LSL12 L°U ti °LQJ~+~t~ hJ 1. ~ - L $ UO Z'f'C~~3- FI LETS? . 4. $ench mark S ; SSE PBpVE' 5. Divert surface water around system to prevent ponding at the uphill side. isconsin Department of Commerce March 19, 2002 RECE~vE~ CUST ID No.267341 N1pR 2 6 2002 gT. CRO1X COUNTY ARTHUR L WEGERER N~NG OFFICE WEGERER SOIL TESTING & DESIG PO BOX 74 ` RIVER FALLS WI 54022 CONDITIONAL APPROVAL PLAN APPROVAL EXPIRES: 03/19/2004 SITE: Paul & Amy Gunsallus - 30TH Ave St. Croix County, Town of Eau Galle NW1/4, NE1/4, S21, T28N, R16W FOR: Description: Four Bedroom Mound System Object Type: POWT System Regulated Object ID No.: 832879 Safety and Buildings 4003 N KINNEY COULEE RD LA CROSSE WI 54601-1831 TDD #: (608) 264-8777 www. commerce.state.wi. us/sb www.wisconsin.gov Scott McCallum, Governor Philip Edw. Albert, Secretary Identificati fibers Transaction ID N .718713 Site ID No. 642130 Please refer to both identification numbers, above,. in all corres ondence with the a enc . The submittal described above has been reviewed for conformance with applicable Wisconsin Administrative Codes and Wisconsin Statutes. The submittal has been CONDITIONALLY APPROVED. The owner, as defined in chapter 101.01(10), Wisconsin Statutes, is responsible for compliance with all code requirements. The following conditions shall be met during construction or installation and prior to occupancy or use: General Approval Requirements: • This system is to be constructed and located in accordance with the enclosed approved plans and with the "Mound Component Manual for Private Onsite Wastewater Systems VERSION 2.0" SBD-10691-P (N.01/O1) and the "Pressure Distribution Component Manual for Private Onsite Wastewater Treatment Systems VERSION 2.0" SBD-10706-P (N.O1/O1). • 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. • Comm 83.22(7) - A copy of the approved plans, specifications and this letter shall be on-site during construction and open to inspection by authorized representatives of the Department, which may include local inspectors. Owner Responsibilities: • Comm 83.52(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. A~"fN: POWTS Inspector ~$NING OFFICE ST CROIX COUNTY SPIA 1101 CARMICHAEL RD HUDSON WI 54016 P.O.W.T.S ~ Conditionally i , t~ •~ r~ - - - ARTHUR L WEGERER Page 2 3/19/02 Owner Responsibilities Continued: • The owner is responsible for submitting a maintenance verification report per Comm 83.55, that is 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 maybe made to me at the telephone number listed below, or at the address on this letterhead. The above left addressee shall provide a copy of this letter 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 jswim@commerce.state.wi.us Fee Required $ 175.00 Fee Received $ 175.00 Balance Due $ 0.00 WiSMART code: 7633 • PLOT PLAN , Scale 1 "= GO ' - ~ ~- 30 `[bl- A•v t-- Page 3 of 7 sv GG ~5-LLB ~Tl,~, ~-4Cp~C1W i {~- • . G~Z `1 Q~ r~ t~~ C W'"' _~ `~, "~ 30 ~ o~ 4 "PL e --~ ~+ Dp ti ~T ept...~ rw~-CT orz D~Swr-LB ,.`fi?f is ,~~ { 260` o~ q3 ~ ~~ ~ / A ~ / 1~ • •~ Page ,~; Or" 7 ", P_pprovec Sir;:-hetic Covering _ AST~i C33 ~Distributian Fipe Medium Sand -» H - ~..., I ~ Topsoil F ~ Elev. °18 •~1-'L 3 ~ - i ~• 8 . % Slope Distribution Cell of ' ~ Force Main ~ Flowed • Z" to 2 z" Aggre;ate ~ From Pump Layer D l•~1Z Fi. • E Z-ZYFt. CROSS SECTION OF A MOUND SYSTEM F o_~ Ft. & o.s Ft. A ~ Ft. ~ N ~- ~ Ft. Linear Loading Rate= y. 0 GPD/IN FT 8 l50 Ft. , , Design Loading Rate= o_ZGPD/SQ FT j J ~ Ft. J a ~ Ft. IC 1Z Ft. L 1~~ Ft. W • Z`a Ft. L f _oBs~Z V~Tib-il -~.Cp ~= RCCESS S'y~v~.C~2 SLC.S.~R~t 8bx ~ 3 0-~--------- --- --~ ._ ~ -._-- ~ ~02CE ~_ O t'~C Lf~T ~~ ~" ~ p.~ P,-1 r~ w _- - __. ~ . f _.. . _._ _.....------ .. ' ~ PLAiv VIETd OF A MOUND SYSTE~4 ~ ~; Distribution Pipe Layout Pace S of `7 Place the holes at the bottom of the distribution pipes at equal spacing, pemove aII burrs from the pipe and 'Holes, Extend the end of eac111ateraI up with the use of long turn or 4f ° f tang to a point wZthin six inches of the final grade. Te.'minate the ends of the laterals with a valve,: threaded c:.o or . threaded plug. Provide access from final grade for the valve; threaded cap or threaded plop, /- --.- F V C, Latert~ AVC~7--„--~ ~~C r- Lateri -~ P S' L s~tv V ~E~ ~---- P _~ o- - f At`~~s ~.ox -~ P ~ 3•~Ft. Hole Diameter 1lg Inch X .Z3 ~ Lateral ~ 11~Z Inch es) . ~. Zlnches ----- - ~ - Force Main " Z Inches ~ of holes/pipe 3~ Invert Elevation of Lzterzls`~•~Z Ft. ' '- -- '. ~ ~ Combination Septi.c~.Tank and , • PUMP CHAMBER CROSS SECTION AAJD SPECIFICATI0~15 ~ PAGE v! OF 7. • - . • •VEI,IT CAP ~ . WEATHER PROOF .lUlJCT101.! ljOX . '1•C.I. VE1JT PIPt ~ APPROVED LOCKILIG ~ lO' FROM OOOR., ~M~ItJHOLE DOVER avl~'I ~iIfJ00w OR FRESH 1 wARt~111JG L.f4gE(„. u.~sP~o>J ~ IFS - w~>~,.czr6a~- ~ Fl N LS~ G ~KD E 18'Kihl. u ~ 11.1 L E T Approved joint w/ PVC pipe I~ ~-- ~ ~`~: \\~; ' \ PROVIDE I .K TAIRTtGHT SEAL I , II I At Y~~ ~. r i~.~~ -. A 60o I 6 I~ I ~ I c •I I Yao.7.5 FT ~ --~ PUMP ~ D CONCRETE 80 , Ob' ~ e~ocx• ti~ . -1 I 1 ~!' xlu. L~ ~ 18'Mlq. I~ ~- -f I~ V ~I Approved ~I joint w/ J ALARM PVC pipe ou OFF RISER EXIT PERMITTED O-JLy IF TA1JK MA~; t1FACTURER HAS SUG}i APPROVAL 3"APPQo~.~p ~ BI:DO t ire SEPTIC F ~ ~ SPEC,IFICATI~I~IS DOSE TAAIKS MAI,IUFACTUitCR:~~~~Z C~»Ri ~' AJUMBER OF DOSES: S - 3 TA!`IK :,IZL : 1~-~ L ~~O GAL!_01~15 PER DAy DCSE VOLUME z ' i+LAR1+1 MAUUFACTURER: S'S ~~~-~~1ZCl S~'jS`~,g ItiCLUDtuG 6AGKFLDw: ~'S~~ 5 (,ALL011 S /'10DEL 1.lUMSER: COL t}I,V . ~ CAPACITIES: A= lQ lZ lAICHCS OR 01.1 SWITCH T~PL: ~F~~2-~ GAlLOys g = Z IuCHES'OR ~- Z ~- G~+LLOUS BUMP MAIJUFACTUREA: _ GULiL,~ g ~ I Z C=? IUCHES OR ~"S~''S MODEL IJUMHER: w~O~J _ GALL01.15 q 1$ S' L INL HES OR D = -~- 1`~1 ~ZLC_11Z. SWITCH TYPE: ~ -_ _. _ GALLOIJS NOTE: PUMP AUD ALA MARE TO 6L ~ ~ MIIJIMUM DISCHARGE RATE ~~" 16 CpM INSTALLED OA1 S EPARATC CIRCUITS VERTICAL DIFFEREIJCE DETWCEU PUMP OFF AUD..DISTRI6UTIOIJ a pIPE.. I ~?' 6~ FEET`/•o / -!- KI-.tIMUM t`IETWORK SUPPLY PRESSURE . .. , 6'S~'FEE 3~ T ~,~~~ - • + 260 FEET OF FORCE MAIIJ X Z~F~oFLFRtcTION FAGTOa.. S'43 FEET - Zq TOTAL OylJAMIC. HEAD = _ '3~' b~ FEET ~~ ~~ As per manufacturer 2U~ 60 gal/in. Liquia depth 38•x' ALR ruT~lKE -i ~ coralwir i _ ~- g~. ~ i ~~ zr~ fl-~ CLE i •,,. :, -~_~•~~ r uouias, ~~brr~e~~lbl~ ~~~~~E~l~ ~~~1~ ~~ ~y`r'tP PEI-F-O21~1~'~yCE cu~.uc i~~~, ~;- ~ 3885 APPLICATIONS Specifically designed for the following uses: • Homes • Farms • Trailer courts • Motels • Schools • Hospitals • Industry • Effluent systems SPECIFICATIONS Pump r. • Solids handling capabilities: 3/4" maximum. - • Discharge size: 2" NPT. • Capacities: up to 128 GPM. • Total heads: up to 123 feet TDH. • Mechanical seal: silicon carbide-rotary seat/silicon carbide-stationary seat, 300 series stainless steel metal parts, BUNA-N elastomers. • Temperature: 104°F (40°C) continuous 140°F (60°C) intermittent. - • Fasteners: 300 series stainless steel. • Capable of running dry without damage to components. Motor Single phase: • '/ HP,115 V, 200 V, 230 V, 60 Hz,1750 RPM;'/z HP, 115 V, 60 Hz, 3500 RPM; %z HP-1%HP, 230 V, 60 Hz, 3500 RPM. • Built-in overload with automatic reset. • Class B insulation. ___ ~~ Three phase: • %z HP -1'/z HP 200/230/ 460 V, 60 Hz, 3500 RPM. • Class B insulation. • Overload protection must be provided in starter unit. • Shaft: threaded, 400 series stainless steel. • Bearings: ball bearings `upper and lower. • Power cord: 20 foot standard length (optional lengths available). .Single phase: •'/a and'/2 HP -16/3 SJTO uvith 115 V or 230 V three prong plug. • %-1'/2 HP -14/3 STO with .bare leads. Three phase: • Y2-1 Yi HP -14/4 STO with bare leads. On CSA listed models - 20 foot length SJTW and STW are standard. FEATURES ^ Impeller: Cast iron, semi- open, non-clog with pump- out vanes for mechanical seal protection. Balanced for METERS FEET r 90~ , 25 ~- 80 70 20 W 60 ~ 50 a 15 Z 0 4p' a , p 10 30 _ 20 5 io smooth operation. Silicon can be operated continuously bronze impeller available as without damage. an option. ^ Casing: Cast iron volute type for maximum efficiency. 2" NPT discharge adaptable for slide rail systems. ^ Mechanical Seal: SILICON CARBIDE VS. SILICON CARBIDE sealing faces. Stainless steel metal parts, BUNA-N elastomers: Shaft: Corrosion-resistant stainless steel. Threaded design. Locknut on three phase models to guard against component damage on accidental reverse rotation. ^ Motor: Fully submerged in high-grade turbine oil for lubrication and efficient heat transfer. ^ Designed for Continuous Operation: Pump ratings are within the motor manufacturer's recommended working limits, ^ Bearings: Upper and lower heavy duty ball bearing construction. ^ Power Cable: Severe duty rated, oil and water resistant. Epoxy seal on motor end provides secondary moisture barrier in case of outer jacket damage and to prevent oil wicking. ^ 0-ring: Assures positive sealing against contaminants -and oil leakage. '- - AGENCY LISTINGS SP Canadian Standards Association ~~ Underwriters Laboratories --~5 GPM s PT SERIES: 3885 SIZE: %' SOLIDS RPM: VARIOUS OL Ot ? t + ~ ! ~ ~ i ! 1 t t ~ i` 1 I i i ( i 1 1 ( i~ I i 0 10 , 20 30 - 40 50 60 , ,70 80 90 -:'.100 :. 110 •'120 `130GPM <. . . ~ ,, :: ~ . 0 10 20 30 m3!h CAPACITY ~ 7995 Goulds Pumps, Inc. Effective May, 1995 11 _ _ _ - : J t t:~ 5En~ F'i r=~El~l00U POF'TFi~LIO P~iaE 03 V4N t,u ua vV. ~ r p. rp, ~ :~ ~. ur_ - ,~~..r .b,,..~...~ , .,. a..rv ..•.. .. (-... w 1 • 1g3a SOIL ~YALUATION R~PpRT page -.~ -d.~3__- WrBCOrtaln Departtaenl of Commerce p.c. E. sal 8 Slte Evaluations Alvisran of Solely and guild'in9s in accordance vvitl'I Comm 95, Wls. Aden. Cade County ' Atla~h canplele site plan on paper not less than 8'!. a t t Endres fn size. Plan must _ _ .. _~ St. Croix .. .. include, bated 6mUed ta: vcrtitel and horizontal nterente print (8M), direction and Parcel I.D. -.- _~ - yercent slope, scale or dimem~lans, north arrow, and location and dbtance to nearest road. _ _ p08-1060.30-000, 10#21.28:16.30.6 - . Pfaaaa prfni alf lnfolmatJarr, aaviewed ay ~ office Pyaar~ inlomntfon Y~ Douse may tk used rot aemn0ary WnbwR lPd'nxtr law, ~. 15.4 (1) Im)) ' Prapecty Owner Prope~Y Location GNfJS~I~'~ .S Oovl.lot _NW 1!4 NE 1I4 S 21 _.. T_._ 28 N R 16 W Peter Stone .~ __ __._._.-_ ~_._.~ . ---.-~. -•~_ Lot # . ,._-i Bloch p ~3ubd. Name a GsMrt+ Property Owner's il+tsillrts Address Ptgpased CSM , , .. _ 2383 30th Avenue ~. •- --• -• . "ry ~ ViilaQe ~ Town_ --Nearest Road ~yty "-~ ~--- 5t>ite IlpCode PhorteNumbQr J Cr 30Th Avenue Baldwin ~ WI (54002 i 715-684.3743 Eau Galie q Cods derived design rlow rate _,__60_0 _,,,,^ _ Gp0 ~ Now CautrLtctlcn Uae: LIy Reulder+ttai /Number of bedrooms _ ---_-. _ _ . _ _ .._ ... _, _. ~ ReFtlaeement ~ Public a convnerclal - OascAbe: ~___^--,------... - - .,, --___ .... „ Ficad plain elevation, rt applicable ~ e... _ -. Glaolat Tiu _.,..--- .._ Parent matadel _ .^_..._ ._, _ ....._ _~ _ _~ _._._..._. _... ... _._.._ . . _ Gerwral corrvnertta arts r,eorsxnandedia,a: Mound system lieu. = 89.01 tit 23" Sbove 97,15' contour. i ~~ * ~ ~n9 -- „ - . _~_,.~__ 22" ,~ in. Sal Application Rate ~i Pit Ground Surixs elev. _,_,97.85 - ft. Depth to limiting factor s,,,-as,,, aorta GPfllf1'..__-. _.. I ~ sN 2fsbk ~ ~ ~ as ' j 2f,1m ~ ' ~ •~ 0.5 ~ ., --------.: 0.8 .. 1 0$ f i0yrA12 none --~ ~' - _ . .__ ~ .. ' -`.._ __., , r 0 8 _,,. } . ~~_ r•-- '" 8- 5 10 r4t3 ~ y ~. none sit 2fsbk _....__.. __ ~__ .. ds .__.j _ _ T. ~~ 2fi~m -.~ cw . ~.. . -- •- -~._ 0,5 ... _. - . ....,. . •.-r.-.-. 1 -?---+- , 3 ~ 15-22 -__..._ 10yr5l4 _._.._....._.~.-,.._ none ~._..-._._ ti sit . 2msbk - rtlfr __.._ I 8~ 1f8m ' . .. a .r. ~ .. _ _....~---. _- - 0.5 . . ,_._ _ . . ~ 0.6 ... _ ~~ . ...-. ~.._.___..___ 4 . 22-32 { .•. _.:... 7.5yr4l6 .._._.. _-., i ~ . i2f 7.5yr5 B f ._".gi_ _ _..-... --- ~.. - 2msbk _ __._ - --- -.. I mfl ~..._.~._.. --... I I cw ~ 1 f _ -_ _ ._.:_._~ __. F--..... ~ 0.5 -.._.._ . 7 e Q.I? .. . .. ---- .-~-•-- 5 ~.. 32$3 I - ..___• 5yrdl4 za7s~rsrl~~-- m2d l yrG _ sc- - f.. lcsbk i I mfl ---.....,. ; ~ - _ .... __.._ ...~ . _ _ ... o.z ~ _ .... , as ... _.... . M __.. _ __ ..--,-. _ . I .~. ~~._.. _._ , _ . _ .._ ~.._. _ .. _._ .. _... _ I-- ~ r. i I . ~ i _. . _.. I _ ; ~... i I _- ~ 1 2 18oring # ~ ~~ -" A -----•----_• ~ 3:T __~in. Solt Application Rate ~,•j Pp Grated surtaca elev- 97.58 ft. Depth to limiting facto G_,,..ww.,. r7Mh GPOnr 10yr41x O g ~ t none sit - _~. --- 2fsbk .__ .__~ .~ , . ~ds i __._r r._,. y as ~ 2f,im 0.5 _.._.. _._F....__..._. , . _.. ,.._ _ 0.8 .~.. .._-.. -`~ .^_.__. _~_.,_ ._._-.. .- - - Wane • sit i ifhinpi ds ~ cw 2f&m 'i 0.2 _! - 0.3 --_ _ -*-._.•--.- - ,__._. t 2msbk mfr i 8w 1 f8m ~ 0.5 3 i 0, y 3 ~ 19.20 ~ 10 t5l4 ~---------•-- Rd 7.5yr5l8 si I .. .._,.._...:.,..... . .:... 5 ~ 0 - - -- . 9 0 ._ .__..~....__._i.. 4 20.32 i 7,5yr4/B Ri7.5yrBt8 I sl ~ ` 2msbk ' mfl . 11 _ . -. . . . . _I ... ..... _ .~5•- : 3 r4/4 _. ~._ 9 ~ M 5 _.. 7s S18 & r 5fl l~ mmZ ._ . _.- _. scl ! i 1 csbk mfl f ' I ~ .0.2 _..~E- ---- ~ -~-..._._._. 1 0:3 ~ ..._. . . y 2 yt d - -- -.........---- . -._ _.... _ _... • .~w._._..-_i~._._-... -- ~ - i _ " Emuetlt *1= t90D ~ 30 { 220 mp11 and TSS ? D ~ t50 myL CST Nsrte (Pieeaa Pltttt) urs: Jarnas 1C. ~hampson _ ~-,._ Address AC.E. Sdi & Site Evaluations ' FAR e~a~#2 = 800<<_30 myL ana TSS <~o rr~grt- 3602 .... ,.. . .~... _._ ..__..._...... r,..^ . _._ .._ __...... Date Evaluetlon Cartducted Telephone Number 71111x1 715-248-7767 Bit? 7-i~-a Wisconsin Department of Commerce SOIL EVALUATION REPORT Division of Safety and Buildings ,,, y,,.,.,,,~,,,,,,.,;µ, r•.,.,,..~ a~ w~ ~eirn ~~ 1434 papa 1 of 3 A.C.E. Soli & Site Evaluations Cour>hr plate plan ce paper not Ins than 8h x 11 indres in size. Plan must Attach can site St. Crohc include, txd not limited to: vertical and horizontal reference point (BM), direction and Parcel I D patent slope, scae or danemsiars, oath arrow,.~nd bt~rrar•d distance to nearest road. ~ ~' . . 008-1060-30-000, ID#21.28.16.306 Please print a/I:Miort~atioir+. ~~ ~ R By Date Personal infoimatbn you Provide may be~kedjora~nciary~jposes (Privacy`lmr7 s. 15.04 (1) (m)). e property Owner ,~.ti . ` R~C ` Loc~ion o Peter 5tene ~~= ; vt. Lot G NW 1/4 NE 1/4 S 21 T 28 N R 16 W Property Owner's AAailing Address ~ "`~~ i ~t 1 y ~ ' ~LoQ # Bock # Subd. Name or CSN~k 2363 30th Avenue ~ ;;~ 9 tx _ Proposed CSM City State 2ip°7Code 0 CE , _] City ~ Village Torvn Nearest Road Baldwin ~ WI ~ ~~ Z~~~84-3743 Eau Galle 30Th Avenue F ~ • . ~ New Constnrction Use: ~ Res' {111b ~ 4 Cade derived design flow rate ~ Raplacerrrant _ I Public or 1~-= ~escrtbe: Parent rrraterial Glacial Till Flood plain elevatiart, if applicable General comnrertts and recorrx~rrendations: Mound system elev. = 99.07' at 23" above 97.15' contour. 600 GPD na ~~ # f~J Pit Ground Surface elev. 97.85 ft. pepth to IimitirxJ factor ~ ~~ 22" in. 50~ Apptir.~ion Rate Horiza~ D~th fMminant Cola Redox t?escr~tion Texture Structure Consistence Boundary Roots GP D11t= 'Eff#'I 1 0-8 10yr4/2 none sil 2fsbk ds as 2f,1 m 0.5 0.8 2 8-15 10yr4/3 none sil 2fsbk ds cw 2f8~m 0.5 0.8 3 15-22 10yr5/4 none sil 2msbk mfr aw 1f8~m 0.5 0.8 4 22-32 7.5yr4/6 f2f 7.5yr5/8 sl 2msbk mfi cw 1f 0.5 0.9 5 32-63 5yr4/4 m2d TsyrSlg `~ m2d 1 /2 scl 1 csbk mfi - - 0.2 0.3 ~/ Pit Ground Surface elev. 97.58 ft pepth to limking factor 13° in. Sal ~ Rate Hagar Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots Dlft= "E~ 1 0-8 10yr4/2 none sil 2fsbk ds as 2f,1m 0.5 0.8 2 8-13 10yr4/3 none sii 1thinpl ds cw 2f&m 0.2 0.3 3 13-20 10yr5/4 f2d 7.5yr5/8 ---- sil 2msbk mfr aw 1f&m 0.5 0.8 4 20-32 7.5yr4/6 f2f 7.5yr5/8 si 2msbk mfi cw 1f 0.5 0.9 5 32-49 5yr4/4 m2d 7.5 /8 & m2d 14yr6/2 scl 1 csbk mfi - - 0.2 0.3 "Effluent #1 = BOD ~ 30 <_ 220 mgll. and TSS > < 150 mglL = BOD <_30 mgll. and TSS <~30 mglt. CST Name (Please Print) Sig urge: CST Numt~er' James K. Thompson 3602 Address A.C.E. Sail 8 Site Evaluations Date Evaluation Conducted Telephone Number 340 Paulson Lake Larne, Osceola, WI 0 7/11/01 715-248-7767 Propetiy ONarer Reber Steve p~ lp ~ 008-1060-30-000, ID#21.28.16.306 Ps~ge 2 d 3 Ong # .~ ~n9 94.55 ft. Doh to lirr>;ting factor 15" in. >~ Pit Ground Surface elev. Soil Apples Rate Haizon Depth Dominant Cola Redox Description Texdae Stucture Consistence Boundary Roots ' *Eff#1 'EfF#2 1 0-8 10yr4/2 none sil 2fsbk ds as 2fi,1m 0.5 0.8 2 8-12 10yr4/3 none sil 1th~l ds cw 2f8~m 0.2 0.3 3 12-15 10yr5/4 none sil 2msbk mft aw 1 f&m 0.5 0.8 4 1 -21 7.5yr4/6 f2f 7.5yr5/8 sl 2msbk mfi cw 1f 0.5 0.9 5 21-46 5yr4/4 7.5yr /8 & m2d 1()yr6/2 scl lcsbk mfi - 0.2 0.3 6onng # ~ Bonng _J Pit Ground Surface elev. ft. Depth to limiting factor in. ~ gpplicadon Rate Morison Depth Dominant Cola Redox Description Texture Structure Catsistence Boundary Roots "Eff#1 •Eff#2 a ~~# ~~~ _j Pit Ground Surface elev. ft Depth to limiting factor in. ~ ~ Rye Horizon Dept t~rninant Cda Redox Description Texture Structure Consistence Boundary Roots = "Eff#1 •Eff#,2 Eff~ent #1 ~ QOD s> 30 < 220 mglL and TSS >30 < 150 mglt. • Effluent fl2 = BODs X30 mglt. and TSS <~ mglL The Departttcexit of Commetne is an equal oQportuttity service provider and empbyer. if you need assistance to access services or treed. m~eri&l ~ ~- awe farm t~lease oamEact the ~ ~ 618-?.b6-31.51 or TTY 6Q&-2Fi4-8777. -30 ~ /~vte • Kef: ~ ~ ~ 3Y .___ ' .. ~ ~ / ~ 9n'lr' ~ ~~ El er/c~:o~ Scale , / '= s~o ~, li Sl~B -t re off: ,A ss u..ntd e. l ~e v: = ioo.o~o. ~~ 0 ~~ v 0 ~8 " ~'~ h~ °~ 0 a 81~~ w~ ~ ~~os ~ ,- z 4.0 ~~~5 ' ~ w~-' t~• , ,t,29,~ 8 • E7e~:_9~' ~~ ~r - J P~,. 3 0{3 ST CROIX COUNTY SEPTIC TANK MAINTENANCE AGREEMENT AND OWNERSHIP CERTIFICATION FOR~vi Owner~e~ _ Mailing Address Property Address CitylState s~~a ..? 3~'/ 3~ ~~ (Verification required from Planning Department for new construction) /`"4 Parcel Identification Number 2?~~-lAG9 30 LEGAL DESCRIPTION Property Location ~ '/.,~~ '/,, Sec.2~~ T 2~ N-R~~~lr, Town of ~~~~LCE Subdivision Lot # Certified Survey Map # G J SZ 17 ,Volume ~ S~ ,Page # r//63 Warranty Deed # 61i,~~lS S- , Voltune /-~7.S'- ,Page # 3~v Spec house O yes ~ no Lot lines identifiable. yes O no SYSTI~ M 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 scptic tank every three years or sooner, if needed by a licensed pumper. What you put into the system can affect the function of the scptic tank as a treatment stage in the waste disposal system. . The property owner agrees to submit to St. Croix Zoning Department a certification form, signed by the owner and by a 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 1/3 full of sludge. Uwe, the undersigned have read the above requirements and agree to maintain the private sewage disposal system with the standards set forth, herein, as set by the Department of Commerce and the Department of Natural Resources, State of Wisconsin. Certification stating that your scptic system has been maintained must be completed and returned to the St. Croix County Zoning Office within 30 dayS~f the three v~ar rve~~~I;.,.. a-~- SIGNATURE OF APPLICANT DATE OWNER CERTIFICATION I (we) certify that all statements on this Corm~arc true to the best of my (our) knowledge. I (we) am (are) the owner(s) of the property described above, by virtue of a warranty deed recorded in Register of Deeds Office. ' ~t0 IGNATURE OF APPLICANT l /UZ 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 decd r - a ' von ~7~5o~cc 3~ I STATE BAR OF WISCONSIN FORM 2- 1999 Documentyumber WARRANTY DEED This Deed, made between Larry Albrighison and Beverly Albrightson, husband and wife ~ -- Grantor, and Paul W. Gunsallus and Amy L, Gunsallus, husband and wife Grantee. Grantor, for a valuable consideration, conveys and warrants to Grantee the following described real estate in St. Croix County, State of Wisconsin {if more space is needed, please attach addendum): Part of Northwest Quarter of Northeast Quarter (NW 114 of NE 114} of SectionTwenty-one (21), Township Twenty-eight (28) North, Range Sieteen (16) West, St. Croix County, Wisconsin, described as Collows: Lot One (1) o rtilied Survey Map filed August 30, 2W1, in Volume 1 of urvey Maps, Pase 4163, as Document No. 655217 office of the Registerof Deeds for SL Croix County, Isco`~` nstn `'f~' Exceptions to warranties: Easements and restrictions of record. Dated this ~"~ ~ day of i(1nvr,Me~~ , 2001 AUTHENTICATION Signature(s) ~y~ authenticated [hisday of ~'iJaa _ p U.ad s ~ . NAE(JCcr dtx -- TITLE: MEMBER STATE HAR OF WISCONSIN (If not, authorized by § 706.06, Wis. Stars.) 663455 !(A I:-iLEcN H. WALSH :trGiS?ck OF DEEDS tiI. %kOIX CO.~ WI RECEIVED FOR RECDRD t:-24-20t}i 14:30 AM WA~?RANTY DEED rIE11Di A CERT CDPY FEE: wCi~Y FEE: TRANSFER FEE: 111.00 :~~DP,DiNG FEE: 11.0 raGES: 1 Recording Area Name and$etutnl4dd~sgr„ ,~. s'a"~t3lE •C_:... _. _... _..u ~•,,,,~ a~ai~s ;s. ~~ldwlr 'lb'! 54002 008-1060-30 ~ !, 0`0~ Parcel Identification Number (PIN} This is not homestead property. #j>d (is not) "~ s Larry Albtights • Beverly brigbtson ACKNOWLEDGMENT STATE OF WISCONSIN j } ss. St. Croix County j Personally came before me this day of _ , 2001 the above named Larry Albrightson end Beverly Albrigbtson [o me known to be the person(s) who executed the foregoatg instrwnent and aclalowledged the same. THIS INSTRUMENT WAS DRAFTED BY Thomas A. McCormack Notary Public, State of Wisconsin Baldwin, 4002 _ _-- _ My Commission is permanent. not, sta expaatron e:~~ (Signatures may be authenticated or acknowledged. Both are not necessary.) . ) • Names of persons signing in any capacity must be typed or panted below their signatnre. inrorrn.mn ProtsuionaR Cortp.ny, Fora du ~.~. w STATE OAn OF WISCONSIN amasszozt WARRANTY DEED FORM No. 2 - 1999 I_1'_=:'I_1H,;r"~i_1~1'~ i1:.~t~ h~~1b_11`_~I_1~1 k'I ~~~~i,';~I II_IL? N911-'ll-I_I~li I F'iiia~ H~' ~ a ., ~ ~',~r 2 ]L. 7 C.y'1 ret~iCf~ta H. uAt6~ ttlsus5r>:' clr nE+?iya ~.T. ctSp~x cQ.. ui x~c>`sara Fct~' w~rt>~r 0~-3o-aao~ la~fo ian ~iC011i~NB FEES ~io~aa ~G[~~~~li~~ ~V~Yi~~ iY~~~ A FART OF Yh1E rPMI r rA OF THE Nli I /; , SECT ! ^M 11 . 72QN . k r4w, TpYtu of ltfu njL6E. 6t, CRa1X ~,OUN7'^r` WilCON3}h uNtLAT'tTT ~P {.ANs~s >=ould6 t` IhoN t rPE lirr4 CGR, bgC, f'UUrlb }' kRVN Pi PE it Ci~~ .'~~3;3 A ~ ,.,.... ,~,,... • „ . ?~ CpH. S£C• 71 a ~ " ... ya : ... Iva ...... ..... ........`: f rNk Ml~1ii SEC. ~r ' ~ r S7 SIS"~ ~ 33. q~ 73 .0~' !QQ' btltLiDtNO+ ~ kOhTNNO7N~E~~0.fi~C~EGTO=TtiE i 7' YAC T ' 6 " ~' b N>d • + ! I( L 1 NE S AS]UNIC? i S tit- L ~G~ND °; ~ e.- „ N w "r • 3Er 3~. • x 2a • I RaH f i N j ~Q ~"~ ~} wT, I.50 L11ls/Ff. ' ~ trt `f w. 11', ~ ~ 1 ` ~ ~ sc~t,Y ~ - roa• j ~ V , ~ + a4 j .p W }N ~ ~ ~n ~ r ~ o ~ ~ LOT AREA ~ ~~ °" 21e !p~ spa. FT. `` ~,Of AC. INetit.upiN4 t RPdA R-Q-w M i[•,~17'34'W 3?d,pp' 2offi,74e SD_ FT, + , E.KCLUp t MG t • p3 a UNttrTT[D L+~lIDb RoI- d W A -.~~ w..,wr- T Testy sugvliY anA 9,'~~ A Ts•E RQa>~lrat ~ rkTF_a ararllt ~ v~41 23da 30i k . AVE. A~Pi~c FOVM~7~7 ' ST, C1tU+Y. CJ.'~S1r~TY AA{,.Ow 1 N. W ~ S , " a 1 8Ta[t ~ Mwh Ki11 !•I~nnt~xer,yti.~i....e+ ,•k+ -~.-M+. hH. T15•C14~'J 7a3 ~ ~~; ;~R. auG s a tao~ , K nut nwu+aN ~n~~wn ~V~RK'+•. ~~ LY LLIOTT_ R~s4t3T~ir t!~{~OT~'R'~a-I;Soo CD FtEft£BY CER"CtFY T1iI~T TO 7'EIE i~b7 ~ ~ rrv KrwwL[DO~ ~}1p b~4r11 S AP t b • T1:`iF AE(p e:.4RpECT REPI~f.SFrvtes ~ s nrv df -ART OIL TN[ NCI/4 OF TMtt Nei/~1, OF bg CTi4N 221. Tyr;:' Rr6w. YawN OF EAU Oa`L£. STq. CR41 k COUNTY , y 1 ~GOid! 111 AND tiE3Ci1 I >i-[D AS FbTLR.ByiIS a TN@ 1 No1tTM LT ~E~-~i~ ~A~DAIf E ceRta[w seta s~~E I off a + , `I•ti Nc[ a ee- 5~- • s6' E a>-or:c TM C6 t$$lald~• II~~ '~yQ~ QQ 1f31 T l aN ~2y f a)7A,pp T: T}tfcnCt#t} sl yI`' 4A' ~3' ~'y ~At.14o F£E' 3At pp,PARC•~w~G~Tl1wN~~s •00~!'t~i~SRESLAtOttE~OROLEOa ~~4kDa t~l ~[L'B J£CT R7 F,~ BEd i JE~AN[E~~N~RNT3 OR A~0TI1 I CT { OrW O~ i1QGORD . ! CEATIFY T}I T t NwIVE FULLT CUnAPt, ifip wf TrK T~iq 1= ¢V1310N'r OR 'JECtiOr•.' ?'7b.3a DF !Nl W I $CONS t ~ REV { S p 9 Tr-ITUTEs Arlt3 TM6 aRG I NA'WC~i oF' ST , C'Rp l x GouNT~ 1 N SURV[fr,,t-~1NlG AN4 1~1itF1~ 7AM6, ~r~R.af1IfFT¢~~rfFgb+M ON 1Ht~¢M,~A~PpDIpuL~~JpEc}'!~?~~oRY-ITLAHbxOUt~tleTilMtA~t LOT sILE COI~i~AGT TF11t~~t~R~EltRt ICOVNTT Z4N j+N~OFF I CROIrtOIa![/WY 1¢CEI# IIHY -Aftt6L rRfoR YO collsTtetrt'!'101+ Ak tRoh1¢N CONTMOt PL~1v IAU9T b6 5ut1µITTED TO T/tE at. caotx Co~NTY PL+RtVNltla AN4 2oNlN0 aFFICf GN E..CN LOT. y ~ ~ ~ lS ~ ~ f V , g %H ' r ~ ~ ~' .,~ L 6L 1 ATT. ,~1LA i ~ ,-~ l11 s • ~ vt t'Yt>w111 t~rFls+d tfy L. ALL i QTT , f Ku i>f~M w1 ~.r . aryd~; '.'~ ,n '3.~' ~ Vofumd 1~ P'~r~e +r7ib ~~ ' ~'r G~-~- CERTIFIED SURVEY MAP A PART OF THE NWI/4 OF THE NEI/4. SECTION 2_IlT28N• RI6W. TOWN OF EAU GALLE. ST. CROIX COUNT CONSIN UNPLATTED LANDS - PE N~~/4D COR .I SEC.P 2PE CIL 30th AVE. NEUCORI SEC N2P1 ......... .\.y........................ ...... NORTH LINE NEI/4 SEC. 21 ;p 33'` ~88°57'S6'E 2611.45j~ 'O 33 '' 376.00' S88°57'S6'E 3%6.00' 33.04 100' BUILDING SET BACKLINE ~ ~ rn ~ a N LOT 1 o Z o~ z I ~n o J J w °.31n ~-D(~H-IO l H M F N J N ~ a v I~ ~ - .o i z N 88°57'S6'W 376.00 UNPLATTED LANDS 1.04' 3 0~0 ~' BEARINGS REFERENCED TO THE NOASSUMEDEN88~57'S6CE)21 QI LEGEND J ~ SET 3/4' X 24' IRON PIN cl w WT. 1.50 LBS/FT. ~ a SCALE I' - 200' J Z I G I GO 200 J LOT AREA 218.194 S0. FT. 5.01 AC. INCLUDING ROAD R-O-W 20.786 SD. FT. 4.72 AC. EXCLUDING ROAD R-O-W I~ AT THE REOLEST OF 2 THIS SURVEY WAS MADE E NE R , APPFtUv~:.t% AV . 30th 363 WIS ST. CRUIY. CQUNT'r . gALDWIN. 54002 FOUND P!cinrng7crian:+nd~a~l~sl'~"•""'-'" PH. 715-684-3743 I' STEEL E SAR AUG Z O L~~~ COR. 4 SEC. 21 11 nct faW~U::A wu~m ~. 3~. i ; ~.a,,.; ;~~ LYLE L. ELLIOTT. REGISTERHD'=l'AND31'SURVEYd'R"'5-1300 DO HEREBY CERTIFY THAT TO OFEPARTTOFFTHE NWIW4EOFETHEDNEe/4eF•OFHSEC7AON121A T28N.ARD6W~RTOWN OFPEAUEGALLE N ST. CROIX COUNTY. WISCONSIN AND DESCRIBED AS FOLLOWS: BEGINNING AT THE NORTH QUARTER CORNER SAID SECTION 21. THENCE S88°57'S6'E ALONG THE NORTH LINE NEI/4 SAID SECTION 21 376.00 FEET: THENCE SOI°46'23'E 581.00 FEET: NOEN46'238W5ALONGWSAID QUARTER L~NEHSBN~OOHFEET TOUTHEOPORNTROFIBEGINNENGE ORIRESTRCICTIONSTOFNRECORD,ACRES MORE OR LESS. AND IS SUBJECT TO ANY EASEMENTS I CERTIFY THAT I HAVE FULLY COMPLIED WITH THE PROVISIONS OF SECTION 236.34 OF SURVEYSNGNAND MAPPSNG SAMEUTES AND THE ORDINANCE OF ST. CROIX COUNTY IN EACH PARCEL SHOWN ON TH{S MAP IS SUBJECT TO STATE. COUNTY AND ACCESSITO PARCELSGETC?)OBEFORE PURCHASING ORWDEVELOPINGIANYUPARCELSIZE CONTACT THE ST. CROIX COUNTY ZONING OFFICE FOR ADVICE. PRIOR TO CONSTRUCTION AN EROSION CONTROL PLAN MUST BE SUBMITTED TO THE ST . CR01 X COUNTY PLANNING AND ZONING OFFICE ON EACH LOT . `,`,,GONS/N',,,I, ` s'~5 ~ ''~ ~'. L L. EL IOTT. LS 1300 `~'I,`V`E` ELOtOSt~'. DATE: 8 y L Z ~yOO / S,t50 W) •, NUDSON~ this Instrument drafted by L. ELLIOTT ,o`,;: ~. .. .,,rie ~n c ,° Volume 15 Page 4763 Fr Cry ,~su+. E~~-+r. ~~.~..Yr. lxe: ~,~ -' ~ _.ca Cu'-lOt~31n[q ~.~+ ~i cM ~~ ~SF, ro <ec~rr~ ~ ~i ~ a^.*~ ~.. -~,,.<-c.>: 2i.za.~a;~aio ~.;.,i;~ ~rr~i~aweva ~_.,y,r. jr~atsw ~•~.•:; Eau Gak iw~mhp ~ -dYr.i ~""i51 't(Ah Akc. ~.~rF_ 'J~. ,.wn y~. t i, .~.,R$. ~ ~ t v. , ~ ~: ,,.,. Wl 51002 ~ +n ~+;, „ - Ur~kraw+i ~ rr, r.~~„ ~ oie _,w.,~~.,n K.+ ~ ~+ ~ Pr,~nuiv .._. .._ t ~aor aJ!«ra1 0~,~~ane L ~..~ ~~.r = ~y•d_ i..~~».i ~.:::~af ParnA '~Jw Coi i-UWis vetai 8•,x,.,1 G~audus.Paul ,i..... :.+~. 01/O:L@f7021 ::New Mwd NA 4 i Kevin and I met Keith on-site to evaluate site conditions. The trucks used to haul the materials initially placed the sand properly above the mound site. However, their last few loads they placed just downslope of the mound site. It was determined that the there was only damage to the site in a small area of the 15 ft. protection area downslope of the mound. This activity should not have a significant adverse effect to the mound. However the entire 15 ft. downslope area and beyond will be plowed in an attempt to loosen any compaction that may have occurred. We also explained the situation to the home owner. He will make sure the site is mowed extremely well to be certain that no vegetative barrier will exist.