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HomeMy WebLinkAbout008-1011-60-300Parcel #: 008-1011-60-300 11/15/2004 11:13 AM PAGE 1 OF 1 Alt. Parcel #: 4.28.16.60A-30 008 - TOW N OF EAU GALLE Current OX ST. CROIX COUNTY, WISCONSIN Creation Date Historical Date Map # Sales Area Application # Permit # Permit Type # of Units 00 0 Tax Address: Owner(s): " =Current Owner `BIGNELL, REUBEN E & BEVERLY A REUBEN E & BEVERLY A BIGNELL 1205 80TH ST AMERY WI 54001 Districts: SC =School SP =Special Property Address(es): ' =Primary Type Dist # Description ' 501 233RD ST OR SC 0231 BALDWIN-WOODVILLE AREA SP 1700 W ITC Legal Description: Acres: 3.850 Plat: 1046-CSM 14/3855 SEC 4 T28N R16W PT SE SW BEING CSM 14/38 LOT 3 Block/Condo Bldg: LOT 4 55 4 .850AC Tract(s): (Sec-Twn-Rng 401/4 1601/4) 04-28N-16W SE SW Notes: Parcel History: Date Doc # Vol/Page Type 07/07/2003 728925 2302/543 EZ-U 06/10/2003 725258 2270/198 W D 11 /26/2001 663148 1772/108 EZ-U 7(1(ld CI IMMORV Bill #: Fair Market Value: Assessed with: 600 Valuations: Last Changed: 07/15/2004 Description Class Acres Land Improve Total State Reason RESIDENTIAL G1 3.850 26,200 137,200 163,400 NO Totals for 2004: General Property 3.850 26,200 137,200 163,400 Woodland 0.000 0 0 Totals for 2003: General Property 3.850 500 0 500 Woodland 0.000 0 0 Lottery Credit: Claim Count: 0 Certification Date: Batch #: Specials: User Special Code Category Amount Special Assessments Special Charges Delinquent Charges Total 0.00 0.00 0.00 Wisconsii? Departrrtent of Commerce PRIVATE SEWAGE SYSTEM Safety and Building Division INSPECTION REPORT GENERAL IN~~RMdTION (ATTACH TO PERMIT) Personal information tou provide may be used for secondary purposes (Privacy Law, s.15.04 (1)(m)1• Permit Holder's Name: City Village X Township Bi Hell, Reuben Eau Galle Townshi CST BM Elev: Insp. BM Elev: BM Description: `' ~ vo~d 1 ~~ ~ TANK INFORMATION TYPE MANUFACTURER CAPACITY Septic ~~ Dosing _ OZ~ Aeration j i;A1 - Holding _ TANK SETBACK INFORMATION -f TANK TO P/L ~~ WELL BLDG. Vent to Air Intake ROAD Septic 3 , ~ ~f" i C~ Dosing ~ ~ ~~ ' ~, 0 ~~- Aeration - - Holding -- _ _ = - _ _ PUMP/SIPHON INFORMATION Manufacturer Demand GPM Model Number ~~~ ~ // ~ .~ Il„ TDH Lift ~ Friction Loss Syste Head TDH~ Ft Forcemain Leng th ~, Dia. h Dist. to \el~~ ~ SOIL ABSORPTION SYSTEM BED/TRENCH Width ~ ~ Length / No.Of~re~s DIMENSIONS ci/ SETBACK SYSTEM TO P!L BLDG INFORMATION Type Qf ystem:~ ~ ~~ ELEVATION DATA County: St. CrOiX Sanitary Permit No: 430139 0 State Plan ID No: Parcel Tax No: 008-1011-60-300 Section/Town/Range/Map No: 04.28.16.60A30 STATION BS HI FS ELEV. Benchmark Alt. BM ~' y•S~ 9s-~~ Bldg. Sewer I I ~} / 5 ~ ,~~ SUHtlnlet QQ~ '' D.QS S o~ SUHt Outlet a~ go• 2 ~ Dt Inlet i~.s ~~ yo. Dt Bottom =i ~~.s% eader/Mary.-r- ,, 1 ~ ~ ~ . D S 0 C~ Bo . Sy$te ~I-tl~ ~• 3 6. Final Grade ~ ~ ~ s~ . 9~ r .~ S-~ sT. cev~ - ~~~ s 5,77 ~~3 LAKE/STREAM /~ DISTRIBUTION SYSTEM / b o{-,}~IZUf~~ / `" ' Header/Manifold Distribution / `~ x Hole Size / I /~ ~ /~ Pipe(s) ~ ~ `~ / _ Length Dia' !/ Length Dia l Spacing_~ SOIL COVER 1 x Pressure Svstems Only xx Mound Or t• No. Of Pits I Inside Dia. ILiquid Depth ACHI Manufacturer: CH R OR IT Model Number//: ~~ ~~~~ ~ x Hole Spacing Vent to Air take Svstems Only ~l'/1t L~iAf r^' 4 Depth Over ~, Depth Over xx Depth of xx Seeded/Sodded xx Mulched Bed/Trench Center ~ Bed/Trench Edges Topsoil ~ Yes j`I] No ~] Yes ~J No COMMENTS: (Include code discrepencies, persons present, etc.) Inspection #1: 7 / a ! /~ I spection #2:~/ Location: 2349 50th Ave Woodville, WI 54028 (SE 1/4 SW 1/4 4 T28N R16W) NA Lot 4 7~°1'-~ f Parcel No: 04.28.16.60A30 1.) Alt BM Description = •~ `Q'~}~~~ ~ ~ n~ C~ ~~~~~~,"~, ~~~j~,~J 2.) Bldg sewer length = ,2 ~ ~ ~D~ 'fD 7~•OQ~ KQ~~ ~~ ~L (,~(~~!' ""~"'"` T"~.""c~ ~ ~ ~~ ~ ~ - amount of cover = Plan revision Required? ~;•_ Yes ~ No C~ ,~ ~ I ~ 1 Use other side for additional information. ~ ~_ ~ 'i~_3 _ _~~~'!~~L. ~" ~~iYl/J~~ ~, ~°_ ~~~__ ~ SBD-6710 (R.3/97) Date Insepctor's S nature Cert. No. i s ~~ PAID Safety and Buildings Division County ` m 201 W. Washington Ave., P.O. Box 7082 ~ , ~" ~ $CO~~I~ Madison, WI 53707 - 7082 Sanitary Permit Number (to be filled in by Co.) De artment of Commerce (608) 261546 3~ r Sanitary Permit Application State Plan I.D. Number /~ T Lt ~~ ~ ~ ~ ~ ~ In accord with Comm 83.21, Wis. Adm. Code, personal information you provide w4$ • . I~ Z.fo = ` may be used for secondary Purposes Privacy law, s15.04(I xm) -~ S Project Address (if different than mailing address) I. Application Information -Please Print All Information ~ ' 2 3 ~ 11~i Property er's Narne , Parcel # Lot # Block # ~ b ,~ _ ~~ Pr Owner's Ma ing Addresf 'a Property Location ~ ~ Section ~ ~ Y ~ ~/ s S to Zi C d n bBi Ph N _ ., - ms' - try, p o e o e ttm '[~ N; R~E o~ Type uiltling (check all that apply) ea.d ~+/ S `^"'` / 1d~l.nr 2 Family Dwelling - Number of Bedrooms ~ Subdi~daea3ia:rte ~ N~ tuber /^ Pablici'Commercial -Describe Use ~ 9` •~ ~~ ~~ S ^ State Owned -Describe Use ' X ~ ' M Ociry~^Village.~'['ownshi~of - ., __ ,d III. T ype of Permit: (Check only one box on line A. Complete line B if applicable) A' New System ^ Replacement System ^ Tteatment/Holding 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 IV. of POWTS S stem: Check all that a 1 ^ Non -Pressurized In-Ground ~ Mound > 24 in. of suitable soil ^ Mound < 24 in. of suitable soil ^ At-Grade ^ Single Pass Sand Filler ^ Constructed Wetland ^ Pressurized In-Ground ^ Holding Tank ^ Peat Filter ^ Aerobic Treatment Unit ^ Recirculating Sand Filter ^ Recirculating Synthetic Media Fitter ^ Leaching Chamber ^ Drip Line ^ Gravel-less Pipe ^ Other (explain) V. Dis rsal/Treatment Area Information: Design Flow (gpd) Design Soii Application Rate(gpdsf) Dispersal Area Required (sf) Dispersal Area Proposed (sf) System Elevation G ~ .Tank Info Capacity in Total Number Manufacturer Prefab Site Steel Fiber Plastic Gallons Gallons of Units Concrete Constructed Glass New Existing Tanks Tanks Septic or Holding Tank ,~ ,_ \ 1 Aerobic Treatment Uni- Dosing Chamber ~-- A Gz1 .h VII. Reapo sibility Statement- I, the undersigned, assume sponsibility to natallation of the POWYS shown oa the attached plans. Plu ame Plumber Signer ~ MP/MPRS Number Business Phone Number Plu s Address (Street, Ciry, State, Zip e V[II. Coun /De artment Use Onl Approved ^ Disapproved Sanitary Permit Fee (includes Groundwater Date Issued Issuing ent Signature o Stamps) ^ Owner Given Reason for Denial Surcharge Fee) ~ ~~'-' ~~yy uT" IX. Conditionns of ApprovaUReasons for nD~s-ap~roval ~ M ww.61 -~.e.. ~~n S~~CV oo ~ ~ • C.t~•~^a^"~,,(,tlZ. ~~d' ``' ; {'~ c t~ t~.t`~b+.ts ~[ - ~ ~ ~L +~ta.~+n ---- , ----- ~ 1 n - n ~~ ~ ~~_ a.l, ~ w.w.t.- - - S~I.~Cc Altaca complete pleas (to the Cosaty only) for the system on paper ant teas taaa atrz : tt tacaes Ia stu ~l , ~u~ SBD-6398 (R. 08/02) --- ~--~ . _r .. ~-- --1-- --+- -- ,' ~, F___.... _._. .__. f ~. ~ ~ ~ ~ .~_ ~_ :. ~ ~-_ _ ~_ Z~ ~ ~ ` , ~ ~ I I I /~ i ~~_1.-- - ---~-- r ' _t_.-O o~_~.-~_.~---~ ~- __~ I I __.. I - ~ i i L .__ ` i ° ~ . - +--;-- - -- a --- - ..._ _ _- ~- - - ~--- - --- } - _ r _ ~ L_ .. .. --- _.._,._ . _~._ _~_._ ._......- u, i ~ ~• ~~ ~ ~._.. ~ ---- h ~ C` ~ \ +~ ! I ~ I ~ ~~ _-- ~--~ -~-`-f-- + - ~---1--- -+- -~--!-. ~ . t. ~~ ~~ ~ -- ~~ _: -- _ ~ ~~ ~ ~ ~ ~ ~' .. . D \ ~ ' . __ y ~ ~. ~• n r, ;1P, r _ ~ ... t _... ..~ _. r~ , ~ ~` `sue _ ,_.. _, ~ ~ ~ ~ , ~._ ~ ,. ~ ;rte . ~- .. ~.. .- N t r.. _ ._._. ~____ .__~ h r ~_.... .. _.. . ....i-.. . 1' _ _. L. _. _.._ .. _ .~. ..-. ~. ___4.. f.__r {._ ... ._ _. y. _._ .. ~ • .. r ` /`~\' . _ __. .. • . . ~_... _.. \yY\V_\ V ~ ~ i, 0 ~ ~ 1..__.__~ .. .- 1 I __ ~_. ._.y..__.~.. _...-_'_.-____._~ .. f--i--_- __.....'-. r ~ i I i - _. _.~.. ~. ~_.... .-_. _. r.__.. ~. _.___. .. - __ _~__._. t- /.•J~; t _ f - .. ~- ~ ,. ._ ~--- ~ -- ~. _ . - ~' .., isconsin Department of Commerce Safety and Buildings 4003 N KINNEY COULEE RD LACROSSE WI 54601-1831 TDD #: (608) 264-8777 www.commerce.state.wi. us/sb www.wisconsin.gov Jim Doyle, Governor Cory L. Nettles, Secretary June 24, 2003 CUST ID No.224263 KIM A O'CONNELL K.O. CONSTRUCTION 504 3RD AVE OSCEOLA WI 54020 CONDITIONAL APPROVAL PLAN APPROVAL EXPIRES: 06/24/2005 ATTN. POWTS Inspector ZONING OFFICE ST CROIX COUNTY SPIA 1101 CARMICHAEL RD HUDSON WI 54016 SITE: Reuben E. Bignell 50`h Avenue Town of Eau Galle St Croix County SE1/4, SWl/4, S4, T28N, R16W Subdivision: CSM No. Pending; lot 4 FOR: Description: Proposed Three Bedroom Mound System Object Type: POWT System Regulated Object ID No.: 908232 Identification Numbers Transaction ID No. 877726 Site ID No. 660584 Please refer to both identification numbers, above, in all correspondence: with the agency. 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: • 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" and/or the sizing methods of publication "SSWMP Publication 9.6 Design of Pressure Distribution Networks for ST-SAS (01/81)". • 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. • 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. Notes: 1. The proposed dose delivered to the mound is not large enough; it is less than a minimum of five times the void volume of the laterals plus drain back of the force main. Therefore, the "C" dimension of the pump chamber must be increased to 4.7". This results in a dose volume of 102.3 gallons and satisfies the requirement, g n , ;., }.~a M. ..~. R~• ~d~~l ~~ ~~et~~dav~~t~ ~xg(d~ j~~ ~~ ~ .. ~, \ i to 4~ ~~ ~ KIM A O'CONNELL Page 2 6/24/03 ... - Notes Continued: 2. The mound program indicates a maximum manifold diameter of 1.25" is the only option for this system. However, per the Pressure Component Manual SBD-10706-P(N.Ol/Ol) , a 1.5" diameter manifold is permitted. 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. 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 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 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 WiSMART code: 7633 cc: Leroy G Jansky, Wastewater Specialist, (715) 726-2544 . , ~~ ,r ' j MOUND AND PRESSURE DISTRIBUTIbN COMPONENT DESIGN Residential Application INDEX AND TITLE PAGE Project Name: REUBEN E BI(3NELL Owner's Name: REUBEN E BIGNELL Owner's Address: 1205 80TH ST AMERY WI 54001-2508 Legal Description: SE-SW-SEC4-T28N-R16W Township: EAU GALLE County: ST. CROIX Subdivision Name: CSM Lot Number: 4 Block Number: Parcel I.D. Number: Plan Transaction No.: RECEI~iED~ ~ii~~~ ~ '~~~, SAFETY & DLDGS DIV`R Page 1 Index and title Page 2 Data entry Page 3 Mound drawings Page 4 Lateral and dose tank Page 5 System maintenance specifications Page 6 Management and contingency plan Page 7 Pump curve and specifications Page 8 PLOT PLAN Designer: KIM A OCONNELL License Number: 224263 Date: 06/08/03 , Phone Number: 715-755-3145 Signatu Designed Pursuant to the Mound Component Manual for POWTS Version 2.0 SD&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) o,vis~or~c~i= s~:FETY k~U 6~~~GS*cs Page 1 of 8 Sf:.E COifE~:S OP~u~~,'vCi"-- ~. MOUND AND PRESSURE DISTRIBUTION COMPONENT DESIC3N Residential Application INDEX AND TITLE PAf3E Project Name: REUBEN E BIGNELL Owner's Name: REUBEN E BIGNELL Owner's Address: 1205 80TH ST AMERY WI 54001-2508 Legal Description: SE-SW-SEC4-T28N-R1t3W Township: EAU GALLE County: ST. CROIX , Subdivision Name: CSM Lot Number: 4 Block Number: Parcel I.D. Number: Plan Transaction No.: Page 1 Index and title Page 2 Data entry Page 3 Mound drawings Page 4 Lateral and dose tank Page 5 System maintenance specifications Page 6 Management and contingency plan Page 7 Pump curve and specifications Page 8 PLOT PLAN Designer: KIM A OCONNELL License Number: 224263 Date: 06/08/03 Phone Number: 715-755-3145 Signature: Designed Pursuant to the Mound Component Manual for POWTS V®rslon 2.0 SOB-10681-P (N. 01!01), and SSWMP Publication 9.6 Design of Pressure Dlatribution Networks for ST-SAS (01/81} Version 3.0 (03/01/01) Page 1 of 8 Mound and Pressure Distribution Component Design Design Worksheet Site Inform ation (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) 10,00 Site Slope (°r6) 86.60 Contour Line Elevation (ft) 34.00 Depth to Limiting Factor (in) 0.50 1n-situ Soil Application Rate (gpd/ft2) Distribution Cell Information 76.00 Dispersal Cell Length Along Contour (ft) _ 1.00 Dispersal Cell Design Loading Rate (gpd/ft2) 1 Influent Wastewater Quality (1 or 2) Pressure Dlaribution Information (c ore) E Center or End Manifold 3.00 Lateral Spacing (ft) 2 Number of Laterals 0.125 Orifice Diameter (in) (e.g. 0.25) 3.00 ~;yk imated Orifice Spacing (ft) = 2.00 Forcemain Diameter (in) 205.00 Forcemain Length (ft) ~ a D 84.50 Pump Tank Elevation (ft) 6.50 System Head (ft) x 1.3 12.33 Vertical Lift (ft) 1.98 Friction Loss (ft) 20.81 Total Dynamic Head (ft) Lateral Diameter Selection in. dia. o tions choice 0.75 1.00 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-silo soil treatment for fecal colfform of <= 38 inches. 6.00 Cell Width (ft) Are the laterals the highest oint in the distribution Y network? Enter Y or N If N above, enter the elevation ft of the highest point. 8.00 ft2/orifice Does the forcemain drain back? Y Enter Y or N 33.44 Forcemain Drainback (gal) 67.38 5x Void Volume (gal) 100.82 Minimum Dose Volume (gal) 20.60 System Demand (gpm) Manifold Diameter Selection in. dia. o tions choice 1.25 x 1.50 X 2.00 3.00 Gallons/Inch Calcu{ator (optional) Treatment Tank Information 800.00 Total Tank Capacity (gal) 1000.00 Se tic Tank Capacity (gal) 36.00 Total Working Liquid Depth (in) WEEKS Manufacturer 22.22 gal/in (enter result in cell B49) Dose Tank information Effluent Filter information 800.00 Dose Tank Capacity (gal) Zabel Filter Manufacturer 21.76 Dose Tank Volume (gal/in) A100 Filter Model Number WEEKS Manufacturer Project: REU<3EN E BIGNELL Page 2 of 8 Mound Plan View 1- 1_ .~ ..~ _ i L Mound Component Dimensions A 6.00 ft B 75.00 ft D 6.00 in E 13.20 in F 9.50 in G 0.50 ft H 1.00 ft I 10.25 ft J 4.13 ft -T -} -~ _l K 7.78 ft L 90.55 ft W 20.38 ft 450.00 (ft2) Dispersal Cell Area 6.00 (gpd/ft) Linear Loading Rate 1218.75 (ft2) Basal Area Available 7.50 (ft) 1 /10 B Obs. Pipe Placement Mound Cross Section View Aggregate Dispersal Area Finished Grade 98,79 (ft) ------ .,.. G ..................... I I F o~perBai cell 97.00 (ft) -• - ~3 I 's II Di ersa Ce P ..D . ,3. ~E~ Elevation . a- A ~•• 1 1 a~11. ~ {~I . . H 97.50 (ft) Lateral Invert ~.,~`w- : . , ` 96.50 (ft) Contour Elevation 10.0 °~ Site Slope Geotextile Fabric Cover Shading Key ~, ~T Dispersal Cell See lateral details on [~ Topsoil Cap ~ .a 1.5 ft Page 4 for number, ~] ,..,,,,,. Subsoil Cap ? ~ ~ (~~ , J ' , size, and spacing of ASTM C33 Sand ~ °0 ~ ~: ~ . , F:..;` F laterals. Laterals are ® ~;~ Tilled Layer ,~ 0 5 ft Typical Letere~ ;:: equally spaced from ,, ~ ©.;.:;'%rt Aggregate ~- ~:;;~;--;<J4;~!;`; the distribution cell's .~ ..~ ?~ ~ -1- ~--~-- A ---~ centerline in the distribution cell (Ax6). Project: REUBEN E BIGNELL Page 3 of 8 End Connection Lateral Layout Diagram stars s oent•re over t o m•ns on r1. Turn-up ~m'btall vralvo or ol~enoutpluQ P All laterals are identloal IE~(---;rl Holes drNl•d on the bottom of tM lateral equally spao•d Forov maln oonnvotlon trig tvv or oross to mmiFold at any point. Lateral: or ioro• main of PVC Soh 40 (per COMM Table 84.30-ti) Number of Laterals Lateral Diameter Lateral Length (P) Lateral Spacing (S) Lateral Flow Rate System Flow Rate Total Dynamic Head 2 Orifice Diameter 1.50 in Orifice Spacing (X) 73.44 ft Orifices per Lateral 3.00 ft Orifice Density 10.30 ~ m Manifold Length 20.60 gPJ'n Manifold Diameter Forcemain Velocity Dose Tank Information Electrical as per NEC 300 and --i Comm 16.28 WAC Disconnect ~- Tank component ie propery vented WEEKS Ca acit 800.00 Volume 21.76 Manufacturer Gallons gal/inch Dimension Inches Gallons A 22.32 485.71 B 2.00 43.52 C 4.44 86.69 D 8.00 174.08 Total 36.76 800.00 ~T A B C D tank. Alarm Manuafacturer SJ ELECTRO Alarm Model Number HW 100 ~- Pump Manufacturer GOULDS M Pump Model Number ~ (WE0311 L ~ - Pump Must Deliver 20.80 ®pm at 20.81 ft TDH 1251 in 25 9.00 1.50 in 2.10 iti Lockinfl cover with waminp label and lockins daubs and sealed watsrtlpht 4 in, min. E--- Altemats otAfet location Forcemain diameter ~ 2 in. Weep hole or an& siphon device Pump off elevation ft) 85.17 D~tank elevation it 84.50 Project: REUBEN E BIGNELL Page 4 of 8 Mound System M~,ntenance and Operation Soecjfication_s Service Provider's Name r- KIM A OCONNELL Phone 715-755-3145 POWTS Regulator's Name ST. CROIX COUNTY ZONING Phone 715-386-4680 System Flow and Load Parameters Design Flow -Peak 450 gpd Maximum Influent Particle Size 1/8 in Estimated Flow -Average 300 gpd Maximum BOD5 220 mg/L Septic Tank Capacity 1000 gal Maximum TSS 150 mg/L Soil Absorption Component Size 450 ft2 Maximum FOG 30 mg/L Type of Wastewater Domestic Maximum Fecal Coliform >10E4 cfu/100 mL Septic and Pump Tank Effluent Filter Pump and Controls Alarm Pressure System Mound Other Ins ect and/or service once eve 3 ears Should ins act and clean at least once eve 3 ears Test once eve 3 ears Should test month) Laterals should be flushed and ressure tested eve 1.5 ears Ins ect for ondin and see a e once eve 3 ears Mls~ellaneous ~,onstruction and M terials,,~tan ards 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. ~. 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: REUBEN E BIGNELL Page 5 of 8 Mound System Management Pian Pursuant to Comm 83.54, Wis. Adm. Code General ' This system shall be operated in eocordance with Comm 82-84 Wfs. Adm. Code, and shall maintained in'accordance with its' component manuals [SBD-10891-P (N.01/01) and SBWMP PUblicatlon 9.8 (01/a1)) and loppl or state,rules pertaining to,~y}~gtlt;m~tgntAri;~~Id ! maintenance reporting. , No one should ever"ender a septlo or pump tank since dangerous Qases may be present that could cause death ~ -- • - ~ • - `~~ , Septic and pump tank abandonment ahaA be in accordance with Comm 83.33, Wis. Adm. Code when the tanks are no longer us4 ' r ~, POWTS components...;.. ' _ _ ___ _._, _ Septic or pump tank manhole deers, access risers and covero should be Inspected for vroter tlgtttness and soundness: ' Access op used for service and assessment shall be sealed watertight upon the completlon of service. Any opening deemed unsound,. ds/ectlve, or wb act to failure must be replaced. Exposed access openings greater than 8-Inches in diameter shall be secured by an effoctlve locking device to prever-t accidental or unauthorized entry into a tank or component. $gotic Tank The septic tank shall be maintained by an individual certified to service septlc tanks under s. 281.48, Stets. The Contents of the septic bnk shall be disposed of ~ accordance with NR 113, Wis. Adm. Code. The operetlng condition of the septic tank and outlet filter shah be assessed at least once every 3 years by Inspectlon. The outlet filter shall be cleaned as necessary tc ensure proper operation. The ffter cartridge should not be removed unless provisions are made to retain solids fn the tank that may slough off the fitter when removed from its enclosure. If the filter is equipped with an alarm, the filter shall be serviced if the alarm is activated contMuously. lntermiltent filter alarms may indicate surge flows or an impending corginuorn alarm. The septc tank shall have its oontenta removed when the volume of sludge end scum in the tank exceeds 1 /3 fhe Nquid volume of the tank. If the conterrts of the tank are not removed at the tlme of a triennial assessment, maintenance personnel shah advieo the owner of when the next service needs to be performed to maintain teas Than maximum scum and sludge accumulatlon in the tank. The addition of biological or chemical additives to enhance septc tank performance is generally not required. However, if such products are used they shall be approved for septic tank use by the Department of Commerce. sumo Tank The pump (dosing) tank shall be Inspected at least once every 3 years. All switches, alarms, and pumps shall be tested to verity proper operetlon. If an effluent filter is installed wtlhin the tank it shall be inspected and serviced as necessary. Msatit~cl~.PnlFSli~ oiacrflautlon syaam No trees or shrubs should be planted on the mound. Plantlngs maybe made around the mound's perimeter, and the mound ehaA be seeded and mulched as necessary to prevent erosion and to provide some protsctlon from frost penetretlon. Traffic (other than for vagetatlve maintenance) on~the mound is not recommended since soil compaction may hinder aeration of tt-e infiltrative surface within the mound and snow compactlon in the winter will promote frost penetration. Cold weathor installations (October-February) dictate that the mound be heavily muk:hed as protection from freezing, influent quality ktto the mound system may not exceed 220 mgJL BOD6,130 mgJL TSS, and 30 mgtL FOG for septlo tank effluent or 30 mglL BODE, 30 mglL TSS, 10 mglL FOG, and 10° ofu1100 mL for highly treated effluent. Influent flow may not exceed maximum dee{prt flow spedfted in the permit for this instellatlon. The pressure distributlon system is provided with a flushing point at the end of each lateral, and it is recommended that each laterel be fltahed of accumulated solids at least once every 18 months. When a pressure test la performed it should be compared to the initial test when Ute system was installed to determine if orifice clogging has occurred and if oriftce cleaning is required to maintain equal d6etr'ibutlort 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 hydrauNc faNure requking additlonal, more frequent monitoring. ¢ontinaencv Plan 1f the aspire tank or any of its components become defsctlve the tank or component shah be repaired or replaced to keep the system in proper operating oonditon. If the dosing tank, pump, pump controls, alarm or related wiring becomes defective the defectlve componengs) shall be immediately repaired or replaced with a component of the same or equal performance. If the mound component fails to accept wastewater or begins to disdrarge wastewater to the ground surface, K will be rspaksd or replaced in its' present location by Increasing basal area if toe leakage occurs or by removing biologically dogged absorption and dispersal media, and related piping, and repladng said components as deemed necessary to txing the system ktto proper operating corrdltlort. See Page 8 of this plan for the name and telephone number of your local POWT3 ragdator and service provider. Project: REUBEN E B{GNELL Page 6 of 8 Performance Cu~rve~ METERS FEET 25 80 Q 7 20 60 F~- ~ 15 40 10 ~ 20 b to e o Submersiple Effluent Pumps MODEL 3885 SIZE 3/ " S lid _ - a o s WE15N -• ~ - ~~ ~- ~ -t ~ ~ E 10H f - • WE07H - -+-• WE05H • ~ WEO~M ~ ~``~ ~ I_- _ -,- W 09 80 0 ':~ 20 30 ~:0 5J 60 70 80 90 100 110 12C QPM l~____ ..... _.__ i, .__. ~ ~ 0 10 20 30 m~/h CAPACITY ~GOULDS PUMPS, INC, se~cu r+ws -tw taAC uN.e METERS FEET ,2 11 ~~ 1 2b' 7 20 t5 ~ 40 t0 ~ 20 5 10 0 0 - -- - - ' ~ r + ......_ - - - MODEL 3885 " 3 0 W EtbHH _, .. ,_._ _ -~- -.. SIZE /, Solids . ~~ _, j ~ . ..-. ...~ ~ ..... .--I.~.. ~_ _._ i w eosHH ~.. - I __ , ,- - _. ~.. ,. ~., p~ W O 0 i0 ?0 90 a0 r.:) b0 70 80 90 100 t t0 1Z0 OPM 0 J _. __...._.__._____..~.__ ~_._._., ~ ^?0 ~0 m'/h CAPACITY ~106b Oould~ Pump, Ina ElNouw Jury, 1985 !~ c~ees + .._ .-- -- ~...~ _, r h -- ~ _. _. I ,. 4.. f r_, i i i «• i ~ `~ i t L ~ {~ I ~ ( 1 ~ ~ ~ ~ ~ --fi..'-- i ~, ,. i i ~\_y\`\l '~ i ~ f _r.. ~ I i 1 I i _~ --- i i 1 i I -- --~--..._.~ .___ ~ ~.. - ~-----r- --..._.~ ~, ,... _ f ~, ~ ~~ ~ _ ~ r _-- _ ~- .~' ~ ~ I ~~ I -- _- -~--- _ ~ - ~ ___. ~ -- r - ~- ~0}-~-- `r--~-- -~ _~---- ~ - .. i ~ ! ~ ~ i ~ ~ n~ ~ ~ -~--- ~--- - -_ - +._ _ - ~ --_ -t--- ~- _ +~-- ~_ -1- L i. --I-- ~_ _~__-_+--- __ ~--- i -- ~ ~_ _ , _. ~__. _. ~..__~.~ r_._~. _ ~.._..___.. ,.__ .~ _---_._ _. ,. ~.__' ._r ~ ~ ,_ ' ~- r t----t---- __.._. ~~ ~ __ _ ~~t ~._.. F~- ~ i I _ ~ ~ ~ i t- - ~ i ~ ~, ~ ~ i i _ __. _ ~ +- - ~ ~- - ~- - L- i +-~ - ~-- -~--~ t -~- --!-- ~ {- - ~-- ~ i i I I (_ ~- __ ~ ,. }- ~- ~ - - -- f- ~ ~ -~ ~ (~ / I ~ 1 !.` i , b y _~ i __ `~, ~ ,, i ~ , ~ ~ . r---t---}~--- .. r __- +---r-- r-- g t-- Wit- r''~-- i i i C~ ~ _ j r ~.__ .. -- - o I r .-. _ ~ ~ i I ~, ~ ~ . i h ~ ~ _ \ \ ~ --f-- i ~.. ~ a- ~ ~ _ ~~ o ~ 1 ~~ I , ~ . *._._ y. _ H. .. _._. . ~.. __._~.._ ~_ _.. h_.._ __. ~_. .~..__ o ~ dy ' --- _ ' ~ ~ ~ I ~ i I i - ~/ ~ 1R' //~~i ~_ ~ ~ ~ ~ ~ i I Wisconsin Department of Industry, Labor and Human Relations Divis;~' of Safety 8 Buildngs i r 03/ SOIL DESCRIPTION REPORT ~~~` ~~ ~riz~ Boring # . _~. ~: ~~ ~ >;~~~ Ground elev. ~3• Z ft Depth to limiting factor ~ 3~` Boring # Z ,~..•.~..~ Ground elev. qS.S ft Depth to limiting fact~~ Horizon Depth i Dominant Color ll M I Mottles Texture I Structure Consistence eotrxialy Roots GPD/f n. unse Du. Sz. Coot Color Gr. Sz. Sh. g~ rer><tt 0 - q t.o `i~z .~ [ z s i I -2.,'~sbk ~.'~'v` ~S l ~ - S , b Z G-~~ Lo `t2 y!y - sl) Z`Psb1T vn.'~1-- ~S ~ .S .~ 3 l4 -2~ , •S `1 R 31 Y _ S ~ 1,e-S~~2. 1,.~'~1- ~. S _ -mil - S y' Z~-37 ~•S `1 ¢ 3~ y - \S ~~sb~ wtvf~- - .-~ .~ Remarks: o-f3 LO~.~ 3tz - •S!~ Z-~Sblz rn'f.- GS 1.~' .S .~ Z g-lb . to ~-t.tt yJ`f - si 1 Z~'sbk m`~-- eS _ .s .L 3 16 3y z,s ~t 25/!6 - 1'FS leS~ ~n v ~~- - ~ .b Remarks: STName:-Please Pnnt ~ Phone: Arthur L. Wegerer 715-425-0165 ~egerer Soi Testing & Design Service-P.O. Box 74 River .Fa11s,WI 54022' - • lignature: Date: CST Number. . .'~,f~.,~, oo~ss - y y- 6-00 220 ~ 54 SOIL AND SITE EVALUATION REPORT in accord with II HR A't n5 wie Aram (:nric Page ~ of 3 COUNTY Attach complete site plan on paper not less than $1(7 x:11 inches in size Plan~must include, but Ste" Cl~ 1X not limited to vertical and horizontal reference p~rtt,jBi~l), dre~ % of s~9P scale or PARCEL LD. # dimensioned, north arrow, and location and di e~®'to nd~'~~ ° O 08 - ~~ 11 ~ ~~ APPLICANT INFORMATION-PLEASE ALL INFORM F1 ~~ IEWEDBY DAT PROPERTY OWNER: r ~ - « ~~E• Y c .°rt ~~~ ~~ ~" ` - PR LOCATION ( ~ ~~ , , . 1 S n ~vE ~, , SE 1/4 S W 1/4,S 1.~ T ~ ,N,R 1(7 E (o~ PROPERTY OWNER~:S MAILING ADDRESS. cl e '~~~~ Z3Z( SS `Tt{ -~\l~ ;~ ~ - BLOCK # SUED. NAME OR CSM # ' , • ~ ._ , - 1 tz.opoSt~ C Syy CITY, STATE ZIP CODE PHO l,fN19E .~ '+ `;,. C ^VIG~GE~~fOWN ' NEARESSTORO~ (~vE . (xJ New Construction Use [. J Residential / Number of bedrooms 3 [ J Addition to existing building j J Replacement [ J Public or commeraal desaibe Code derived daily flow DSO gpd Recommended design loading rate . ~_bed, gpd/ft2 - trench, gpd/ft2 Absorption area required 3~ S bed, ft2 3Z S trench, ft2 Maximum design loading rate • S bed, gpd/ft2 ^ b trench, gpd/ft2 Recommended infiltration surface elevation(s) `~1 • S ft (as referred to site plan benchmark) Additional design ! site wnsiderations 7'1 ~~ w / S ~ X~I'] '8 @D • h1 t ~ l h c,wt l 2." o F s f~xp Fec.c_ Parent material ~.o ~ pU ~ G t.ftt•D L ~ Tt l.t_ Flood plain elevation, if applicable ~ ~ ft S =Suitable for system U=Unsuitable fors stem CONVENTIONAL ^ S ~ U MOUND IN-GROUND PRESSURE ~ S ^ U ^ S Q U AT-GRADE ^ S ~' U SYSTEM IN FlLL ^ S ®U HOLDING TANK ^ S ® U PROPERTY OWNER S~Z`ttiV~ PARCELLD.~ U~~-LUtl-60 SOIL DESCRIPTION REPORT ~. Page ? of Horizon Depth in. Dominant Color Munsell Mottles Qu. Sz. Cont Color Texture Structure Gr S Sh Consistence Bour>d~y Roots GPD/ft ~ L . . z. . Bed n~ o - ow cz. 3 t z - s 1 1 Z`F b wrfti. e_ ~ , s • ~ z 8-z(~ t.~ ~Q ~sy 5~ I z-~sb>z -M-Fr eS - . s ~ b 3 2b 3b -t-S `-irr y!~ - 1~'-s 1 es1~k --rtvf-- - . 5 . b . ; I i r 1-femafKS: Z`Fsh~Z wt`Fh c-S L~ I Z ~ Z~ 1~`~a..~/'y •. , si 1 Z'4'sbk tivt`~- cS - . s .b 3 z~-36 ~•StiR y/6 ~ _ ~ 1~ l.esbh hiu~~. -S i..~ ,, I f FarkS: Boring # r::~`::<~<'~'., ~ l~v`Rs = ~)~ GS b U A ~ ~l~ Fil U wD y.$ L Ew>- 3}•> :?k _ €€.« >:• ~ s~ ~ ~ Fromm. cn>J v o>v c ov a -= s~ ~ Ground ~0 2 P~1 Lti t A-L `ti- •.L , elev. it. Depth to ~ . limiting t factor i . Remarks: 3oring # ,:::.: t~:g ,..........~,.t around ~ 31ev. tt. )epth to • imiting actor Remarks:. .S ,~ .y S •S~ ,~ =' PLOT PLAN Page 3 of 3 r SCALE 1"= ~Q i i~~' DL~ZB ~t1S A'1Z:t~ /~, ~, -,~ ~~ ,N O~~ ~, ~-qj5 ~ O s. Z a.~ ~ unD M o~ d ev7 B.~ ~M K-Z \ ~, ~. b o ~- ti-o x.33 ro~ ST. ~ Sa 'T~i ~uN ~o=-_- - wl_~k -__._~-._.~u.uO'oiV 9"~tlfi~4~-~1y"~I~9.PuC.~ la.~ k)!LR'~}•-. -. (~- p _ _. _. _ __ _. ~ _~. ---. ~_. 0.~ Z~ ~..N CJh'___ k-- _. .~ _.. - ... _.. -- - _ _ _ _- ~ _ -- - - _ ._-~ ~~ ®h-~ICi~S ~tzJNGS w/ <. _1~~4 "=_h -^~uT'1Z-iNG' _ _- Oo-Ss-~ ~, y~ ,/ _ zzoZ.Sy_ C.[~t.~wc. ~l . ~ - 6 -0 O (715 ) 4 2 5 - n 7 ~ s CST Signature Date Signed Telephone No. CST # . o....~-__ . .~.-__.. ST CROIX COUNTY Sll'T1C~ 'L'ANK MAINTENANCE AGREEMENT . .. AN]7 q~`';dC:RS!•ilf' t~'f.°sR"1'Ii~fGATIQN f~O1Z.M ~ ~ t/ 0.v n e r, i:3 a ~' e r ~,y,,~ ~ ~, ~ o ~ ~e~V E r Ivl,,iling Address , ~ iT ~ ~ 0 ~ ~ -~ ~ UQ ~ V` ~l'r;~pert} Address a 3 ~~ R (Verilic;auon reyutrc~l born I'lannin6 f~epartincnt Ibr new construelion) l '~~;yiStatc .__ I';irc~l ldcnlil'~ctttion Nutnbor ~,_i;;~r~l, H'SC' ~ IP1'I N 1 ro crt Location S '/~, ~_ ;%,, Sac, ~ ~_ .,~~;c.~~~ P Y ..~_ ~~._, '!' ~•_N•JZ W, Town of ,hilivision ,Lot # ('urti(ied Survey NIaP # _~~.~ ,Volume •_„•~~.,,,, Page # ~~' 4 `~~ ;trraaty Deed # ,"- Volume~.Z~.,_.~, Pagc # Si.~~c house O yes ~ no Lot lines idcntifiable~ycs Q no S.` TF,11'I MAINTENANCE Improper use and maintenanccof your srt,tic system coup! result itt its prontaturc faiiure to handle wastes. Proper maintc; .~n~c C~ ;isls of pumping out the septic tank ~vrry U,rre years ~>r SOUncr, it needed by a IieanifOd puRlpOt, What yVU put In{V 1110 s~ ;cur ca. al't'c~~, tie t'unction o!'the scpltc tank as ;, trcuurtcnt stage in the waste disposal systom. 'l l,e propCrty owner agrees to submit to St. Croix Lonin~ laeparlment a certification form, signed by the owner and ;~ a master plumber, journeyman plumber, restrictcd plumber or a licensed pumper verifying that (1) tho on-silo wastewaterdisposal s} :cw is in proper operating condition and/or (2) after inspection and pumping (if necessary), the septic tank is Ions than l/3 Rtll of s1G ee, 1/wc, the undcrstgncd have read the above requirements and agree to maintain the private sawago disposal system with the star; .,rds sat forth, herein, as sot by the Department of Commerce and the Department ul' Natural Resouroos, State Of WisCOnsia. Cenific,,nou stating that your septic system has been maintained trust be completed and returned to the St. Croix County Zoning Office with. ; 30 ays of the three year expiration date, SIGNATURE APPLICANT DATE W FR CERTIFICATION 1 (we) certify that all statements on this form are true to the bast of my (our) knowledge. I (we) am (arc) the owncr(si of the propct~ty described above, by virtue of a warranty deed rccordc~~ ut register of Deeds Office, SIGNA'fUltl.~: 0' APPLICANT ~ DATE . ;,, *'*"• Any information that is mis•rcprescntedmey rosult in the sanitary permit being revoked by the Zoning Department, ••"•• "• Include with this application; a stamped warranty decd from tl;r Rebistcr of Dccds office a copy of the ccnified survey map if refercnco is made is the warranty dood U 2270P 198 STATE BAR OF WISCONSIN FORM 1 - 1998 WARRANTY DEED This Deed, made between Timothy R Stave and Pamela L. Stave, husband and wife Grantor, and Reuben E. Bignell and Beverly A. Bignell, husband and wife Grantee. Grantor, for a valuable consideration, conveys and warrants to Grantee the following described real estate in St. Croiz County, State of Wisconsin (The "Property"): Part of the Southeast Quarter of Southwest Quarter (SE 1/4 of SW 1/4) of Section Four (4), Township Twenty-eight (ZS) North, Range Sizteen (16) West, more particularly described as follows: Lot Four 4 of Certified Survey Maps, filed May 24, 2000, in volume 14 of Certified Survey Maps,_Page 3855, as Document No. 623598, office of the Re 'ter of Deeds for St. Croiz County Wisconsin 72525!3 REGISTER OF DEEDS ST. CROIX CO. , MI RECEIVED FOR RECORD 06/10/2003 01:15PM MARRANTY DEED EIIEMPT le REC FEE: 11.00 TRANS FEfi: 120.00 COPY FEE: CC FEfi : PAGES: 1 Name and Retum Address Thomas A. McCormack 102010th Ave. Baldwin, WI 54002 ~ ' ~ 008-1011-60-30 Parcel Identification Number (PIN) This is not homestead property. Together with all appurtenant rights, title and interests. (~ (is not) Grantor warrants that the title to the Property is good, indefeasible in fee simple and free and clear of encumbrances except municipal and zoning ordinances and agreements entered under them, recorded easements far the distribution of utility and municipal services, recorded building and use restrictions and covenants, general taxes levied in the year of closing. Dated this _~_ day of ~~ 11,E , s * AUTHENTICATION Signature(s) _ authenticated this day of ~_^ * TITLE: MEMBER STATE BAR OF WISCONSIN (If not, authorized by § 706.06, Wis. Stats.) THIS INSTRUMENT WAS DRAFTED BY Thomas A. McCormack Attorney at Law (Signatures may be authenticated or acloaowledged. Both are not necessary.) * Timothv.R'5tave * Pamela L. ACKNOWLEDGMENT STATE OF Wisconsin ) ss. St. Croiz COUNTY) Personally came before me this ~~ day of ,~~ K.t , 2003 ,the above named Timothy R Stave and Pamela L. Stave to me known to be the perso (s) wh e~ae rAEc~d tk1~:~ •'~fy '~.' -: foregoing ' vment and dgc ~e satr~:` t~ •._.c?, ., •~ Notary-(Pub~hc, State of ` • ~ Z •'. My Commission is permanent. (If nat,st~ respiration*1~' date: '•.,,,..1, 3' S ~ ' .1 _. •Names of persons signing in any capacity should be typed or printed below their signahues WARRANTY HEED STATE BAR OF WISCONSIN FORM No. l -1998 To order this form call INFO-PRO at 800-BSS2021 ~1 f~`~~ 1~1 AY 2 4 2000 - 3 . K-x"~~"aot~ f L I NEWAY SEBACK CERTIFIED SURVEY MAP LOCATED IN THE SEli4 OF THE SW !i4 OF SECTION 4, T.28N., R.16W., TOWN OF EAU GALLE, ST. CROIX COUNTY, WISCONSIN NORTH QUARTER CORNER -~ PREPARED FOR: SECTION 4 -FOUND TIM STAVE 2" IRON PIPE t .UNPIATTED,.LANDS. ~t$ ...... .. ... ........ I60~ ~ NORTH L INE OF 7HE SE-SW r W t ...........NW..G.Q?~... 55' S86°52' 45"E wtro sE-sw 1310, 54' ~ 36. 63' 1i.z 1273.91' , . :n b :CA a :• :rn N ; < z ~' U , rQ _ :~.. y O O ''o Nis ~N~ I 0 '"' m z `- t ....................tn..... . C ~+ :~ ~ 2 :A M :~ :rn ~ ~ :p :r v ~' • cn sw coR. SE-SW S86°48'05"E A --'Ir-- - - -~- - - 1306. 99' .C,, S,, M... I ,VOL.., 9, .PG. •, 2439, ~~~ ~~g m Y 8, 1 a"E S ~ 533. l T' ~- 33. 8T' 487, 30' LOT 2 U ~ 4. 12 ACRES O1 178, 576 SR. FT. :° ~ 3.83 AC. EXC. RiW ~ y 187, 020 S0. FT. $ S87°32' 00'E 330. 34' N - 34,:72' 495. 82' ' w ~ 'a LOT3 ~ ~ w ro ~ 3.86 ACRES ~ :~' cwii ~ f 68, 140 S0. FT. g $ w' 3.61 AC. EXC. Ri W 'to ''".a : 157,334 SO. FT. ~ S87.28' S4'E 530. 68' ~- 33:87' 496. 81' w • LOT 4 m '3.85 ACRES :° m ~ 167, 575 SO. fT.~ P' t" 3.23 AC. EXC. R ~ w,., 140, 681 S0. fT. dG7 n~• APPROX. 6' OF NiS i/L L07 ! 27. T8 ACRES 1,210,015 SO. FT. 26.91 AC. EXC. R~YY 1, f 72, 344 S0. FT. _ NYt~SE _ SI{~SE ~-' NE COR. SE-SW O W w N a :C '{ : b r :r^ m N :a :y ~ ~_ :rn m ~ •~ :~ m ~ E :~ W IV O UI N HIGHWAY SETBACK LINE w N86' 48' 03' IfW. ~ • ~ ~ ~ 1273, 96'• • . • ~o T76. l4' ~,- . w g l ~';~:<;c~;N86°48'05"W ~ ~' ~ '•• r ' ~ t SOUTH LINE OF THE SE-SW _: t :~:~;3i 26 J3. 9T' -cn ~, ~ UNPL ATTED LANDS ~~= t 3 ~~ ~ LEGEND ~~ n t n 0 "SET 1'X24" IRON PIPE WEIGHING b ,~ ~ 1, f3 LBS. PER LINEAR FOOT 02 ~ ( o ) RECORD DA7 /~P PRO E D ~ ~ ~ ~ y Pluming Zoning t-m! Pirk° Ct,mmlttee MAY 2 4 2000 BEARINGS REFERENCED 70 THE SOUTH LINE OF THE SW 1i4, SECTION 4. ffadr~oordcdw+iNa30daycof MEASURER AS N86° 48' 05" W. (ST. applwaldiMaOP~+I+~~ CROIX CO. COORD. SYSTEM) v>W1anA"oM 1 " X300' 0 150 300 60o SHEET f OF 2 993138 7HIS INSTRUMENT DRAFTED 8Y JIM WEBER APPROX. 3' EAST of vao,l. of iiL NoRm .- -• '~° SOUTH QUARTER CORNER SECTION 4 -FOUND ALUMINUM CAP MONUMENT ~ JAMES M. WEBER ascot s< flRWli 1NLLEY, •~ JAMES M. WEBER 5-1804 NELSEN-I~EBiER LA~JD SURVEYING DA7E0A '~Z ~'ltiov.~ Vol. 7 4 Page 3855