Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
042-1040-30-050
Parcel #: 042 - 1040 -30 -050 06/18/2009 10:32 AM PAGE 1 OF 1 Alt. Parcel M 15.29.18.234F -20 042 - TOWN OF WARREN Current ❑X ST. CROIX COUNTY, WISCONSIN Creation Date Historical Date Map # Sales Area Application # Permit # Permit Type # of Units 00 0 Tax Address: Owner(s): O = Current Owner, C = Current Co -Owner O - JOURDEANS, DUANE & HEATHER DUANE & HEATHER JOURDEANS 1224 HWY 12 ROBERTS WI 54023 Districts: SC = School SP = Special Property Address(es): ' = Primary Type Dist # Description * 1224 HWY 12 SC 2422 ST CROIX CENTRAL SP 1700 WITC Legal Description: Acres: 3.730 Plat: 4676 -CSM 18 -4676 042 -03 SEC 15 T29N R 1 8W PT NW SW CSM 18 -4676 Block/Condo Bldg: LOT 01 LOT 1 (3.73 AC) Tract(s): (Sec- Twn -Rng 40 1/4 160 1/4) 15- 29N -18W NW SW Notes: Parcel History: Date Doc # Vol /Page Type 01/12/2004 751381 2490/367 WD 12/23/2003 749947 18/4676 CSM 02/19/2003 710271 2146/195 EZ -1 2009 SUMMARY Bill M Fair Market Value: Assessed with: 0 Valuations: Last Changed: 06/08/2007 Description Class Acres Land Improve Total State Reason RESIDENTIAL G1 3.730 44,000 264,600 308,600 NO Totals for 2009: General Property 3.730 44,000 264,600 308,600 Woodland 0.000 0 0 Totals for 2008: General Property 3.730 44,000 264,600 308,600 Woodland 0.000 0 0 Lottery Credit: Claim Count: 1 Certification Date: 10/20/2005 Batch M 05 -38 Specials: User Special Code Category Amount Special Assessments Special Charges Delinquent Charges Total 0.00 0.00 0.00 MAR 2 2 2004 I !9 r. 749947 VOL 18 PA13 4676 REGISTER OF DEEDS ST. CROIX NI CERTIFIED SURVEY MAP 1 2I;2M CO. ; OO b PREPARED FOR: LOCATED IN PART OF THE NW1 /4 OF THE CERIF TIED SURVEY MAP 1222 LI OLIROEANS SWI 4 OF SECTION 15. T29N� R18W� TOWN RBC : 13.09 1222 US HIGHWAY 12 COPY FEE: 3.00 ROBERTS. %M54 z3 OF WARREN, ST. CROIX COUNTY, WISCONSIN. PAGES: 2 SURVEYOR. SCALE IN FEET 1" 100' THOMAS M. HEALY S & N LAND SURVEYING. INC. 2 9 100 0 100 20 ENLOE STREET HUDSON, WI 54016 WEST 1/4 CORNER D.O.T. NUMBER 66 -12- 3613 -2002 �\ �- - SECTION 15 I I t�aP� u��D e�aa D � N � ! D`° LUr aP[t144GD BANCO@ � I FF I ENCE SOUTH LAVE OF THE N89'13 L _ NORTH 280.00 FEET OF THE NW1 /4 OF THE SW1/4 2.0't WEST OF PROPERTY LINE r '� ° t `' ,PROVE 3 ftr I DEC 2 3 CL i n �wow da. Wftn 3u LOT 1 I 4ppoaM 3.73 ACRES w (162,623 SQ. "FT) p I W eo I I B a n ff W � � N w Lu �- W8 z i W LE I I w —J t - -- OI I �I I - 105- I I o f of I I W '� I o I I m i ►- O SE CORNER OF o I a I LOT 2 CSM VOL. 5, ; I I I mg �� I I 21 I �(S89'45 45.00') \` / P AGE 1308 FENCE 0.5't WEST OF I PROPERTY LINE 889 270035' ° i ` 1 © 1 ' �(S89 1000.309 M_a_Pa_G U G_© Z"_jL4.j)ORNER Ec oN�1 US _ 12 _ ea. � - — 1337 3T 15 \ SOUTH UNE OF �I T SW 1/4 - . N89 . 4S'24•E 2674 LEGEND T�S FOUND ALUMINUM ST. CROIX COUNTY H _ �'� SECTION CORNER MONUMENT 41 THIS INSTRUMENT DRAFTED 0 FOUND I- OUTSIDE DIAMETER IRON PIPE SEr 1 OUTSIDE DMETER BY 18 LONG IRON BY: BRIANA GEISSINGER 0 PI E, WEIGHING 11.. 13 LBS. PER LINEAR FOOT 1MI N, �OQ� DATEN 5/2002 ( ) PREVIOUSLY RECORDED DATA REVISED: 04/21/2003 SHEET 1 OF 2 SHEETS ' Vol 18 Page 4676 amp Wisconsin Department of Commerce PRIVATE SEWAGE SYSTEM County St. Croix Safety and Building Division INSPECTION REPORT sanitary Permit No: > 453051 0 GENERAL INFORMATION (ATTACH TO PERMIT) State Plan ID No: Personal information you provide may be used for secondary purposes [Privacy Law, s.15.04 (1)(m)]. Zq�j T s• l a •* Permit Holder's Name: City Village X Township Parcel Tax No: Jourdeans, Duane & Heather I Warren Township 042 - 1040 -30 -050 CST BM Elev: Insp. BM Elev: BM Description: Section/Town /Range /Map No: O ` z7' ce 15.29.18.234F20 TANK INFORMATION ELEVATION DATA TYPE MANUFACTURER CAPACITY STATION BS HI FS ELEV. Septic Benchmark 1 t Do sing � i� AIL Blyl � / �•� � Aeration Bldg. Sewe ( gyp (p 90•(01 Holding St/Ht Inlet St/Ht Outlet TANK SETBACK INFORMATION / TANK TO P/L WELL BLDG. Vent to Air Intake ROAD Dt Inlet Septic Header /Man. 3• , (� f 2� t S y Dt Bottom FS 7e / Dosing I t t m �o X 14 •�� Aeration Dist. Pipe S . 5i %.1 Holding Bot. System .2 D �S 1. to Fin a Grade PUMP /SIPHON INFORMATION bj 6e -_+1 4 Manufacturer Demand St Cover GPM ( `r � Mo.,. l ° �•w ' 9(o. Model Number (# r X13 Z 5� If qt.v' 3•4o 9(,. ` p. DH Lift Friction Los System Head TDH Ft moo q.SV 2 , s 4, 5D -10 Forcemain Length 1 Dia. Z , f Dist. to Well .30 99.7 CFO - a� .. SOIL ABSORPTION SYSTEM i� � ,, f; ' , 20 5.7- `j 68EPJAWAM Width / Length f No. Of Tfeoehes PIT DIMENSIONS No. Of Pits Inside Dia. Liquid Depth IMENSIONS gyp, r D SETBACK SYSTEM TO P/L JBLDG IWELL LAKE /STREAM LEACHI nufacturer: INFORMATION CHAMBE Type Of System: 4Z � z > Zda � T Mo bar: Mo " 19 DISTRIBUTION SYSTEM Header /Manifold , Distribution / �� x Hole Size t I x Hole Spacing Vent to Air Intake Pipe(s) c Length •5 Dia ' I ' Length Dia Z Spacing 2 ' `� v I 16 1? ' ` S 3 --' SOIL COVER x Pressure Syst Only xx Mo und 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 I Yes No Includ M E�'[ TS: dediren a ons resent, etc.) Inspection #1 Ins ecfion #2: rs ZS a7W 5 � p � p r ,O M ation: 1224 Highway 12 Roberts, I 402 (NW 1/4 SW 1/4 15 T29N RI NA Lot 1 P arc No: 15 29.18.234 20 Q s ► lr� sue- �) E2 A. 5 ` X40 �w..,d� 12 _ 1.) Alt BM Description = 6 x t� ( I fyd- f /► ";S oµ,,atkQ P'te I,ob a�� cr _ � , e•^ t 2.) Bldg sewer length = (O.S �5�<<(k h�l�O� s� �y�,,.� IU - amount of cover = N Z + • w�.. 3 G,. Plan revision Required? Yes No ZS �Of� Use other side for additional information. i ,_ SBD -6710 (R.3/97) Date Cert. No. Insepctor's Signature Safety and Buildings Ivisiot County 201 W. Washington Ave. .O. Qok>D 5� • e �d Visconsin Madison, WI 537 - 7162 C �rmit Number (to b tilled in by Co.) (608) 266- 51 L f S 3 O f C Department of Commerce State Plan I. . umber Sanitary ermit A licatio s r 7(if In accord with Comm 83.21, Wis. Adm. Code, personal informatio PP n y rov CRO �� may be used for secondary purposes Privacy Law, s15.04(1 xm) N //�� C��bj Y Project dre different than mailing address) F 1. Application Information - Please Print All Information Zz 1 /_ , j,. /Z Z rry Owaier's Name Parcel # Lot _ 4t Bleeirlf• `ff ccr0%t�s Proper o .Z- os� - 30 -�50 C•23 F -Zo� Pro e Owner's Mailin Address Property Location P _ ttl YO p� /a $CCIIOn City, State Zip Code Phone Number 5 1 (circle one) J` T Z9 N; RZ1rJLW II. pe of Building (check all that apply) 014 �/ Swbw1� m ` ,,,_,,I �snbdivisierrlden,e CS u V r 2 Family Dwelling - Number edroo 3 S '/ ❑ Public /Commercial - Describe Us�T J o�L eS 77` 99 7 f/ VZ7 ❑City ❑Village ownship of El State �ned O l�escr a Use 1n'o `� — III. T e of Permit: (Check only due box on line A. Complete line B if applicable) A ew System ❑ Replacement System g p Y ❑ Treatment/Holding Tank Replacement Only Other Modification to Existing System List Previous Permit Number and Date I B. 13 Permit Renewal ❑ Permit Revision ❑ Change of El Perm it Transfer to New ssued Before Expiration Plumber Owner IV. Type of POWTS System: ( Check all that apply) El Non - Pressurized In- Ground It7 Mound > 24 in. of suitable soil El Mound 124 in. of suitable soil El At-Grade [I Single Pass Sand Filter El Constructed Wetland ❑ Pressurized In- Ground ❑ Holding Tank ❑ Peat Filter ❑ Aerobic Treatment Unit ❑ Recirculating Sand Filter ❑ Recirculating Synthetic Media Filter ❑ Leaching Chamber ❑ Dr' ine ❑ Gravel -less Pipe Othe?Prefab V. Dispersal/Treatment Area Information: _ /0V Design Flow (gpd) Design Soil Applicat Bate pd isp 1 Area Required (sf) Dispersal Are (st) System Elevation rr c S mi l' SQ 0.6 dr{' /,D 4!50 sF' Vi. Tank nto apacity in oral , N ber Manufacturer Site Steel Fiber Plastic Gallons Gallons of Units Constructed Glass New Existing Tanks Tanks Septic or Holding Tank G 1 0 — P TO / . ��. Aerobic Trraunrntlinit VV t/(i n �lY•� Dosing Chamber /R L VII. Responsibility Statement I, the undersigned, assume responsibility for installation of the POWT shown on the attached plans. Plumber's Name (Print) P ber's Signature - Mr /MPRS Number Busines Phone Number •� c,l re / / � ;2,;2_,-5 (Giz� C2;57- -1 Plumber's Address (Street, City, Sta tp Code) /D 7� del �� Vlll. County/Department Use On Approved El Disapproved Sanitary Permit Fee (includes Groundwater Date Issued Is uin Agent Signat e ( Stamps) Surcharge Fee) 35C r _ '% / ❑ Owtter iven Reason for Denial � _ I\. Conditions pprov• I SYSTEM OWNER: 1 Septic tank, effluent filter and dispersal cell must all be serviced I maintained as per management plan provided by plumber. 2. All setback requirements must be maintained as per applicable code /ordinance Attach complete plans (to the County only) for the system on paper not less than 81/2 x 11 inches in size SBD -6398 (R. 01/03) o pts red �,,�oc�5 - ■-"Oil eta /ua '6 e ior7 1 Pro poStd ro(oanaa. /9•a3,r /0 72 S Y 5'X9o'al,sPe.%sa /C.L /% (Tut�2d :str;bw�+•n • /ocat4dsu�v¢y At-te^/ra yeas' -Y f'y "e.- F;usspatC. Ma a4 z.53' e : Topof S�ce1 \ e Am" past, • As6u .�e d y� �cea n ¢ S �eat�i,cr eIev.: /oo,a, �`P � -To Unicans 233- �• � � •�a rGC. M'�0.i �l. d _ PJ. t Top o•F' - E.et - � ` knu P057 Del" ' I � Note: t�tOCA.nol loca 3/►. /�- l 51/9 �tLy cas�c.d �Eo a / /ow 54�Fa cc r raC(, Q�ou�,d wcs� edbe or 4104 �+ Go acc`b.►zodcvk SwFacc dnctina9G• / 0 / p Ifi v / o tv c o P / p�o / 3 ba•droo�+•+ , � res�d¢.��• � y proposed cuLP4ca0 /b�4�eomb;rafi , ; '`uu`9@ , / 'tA?Jai rnb f l &-,- cad s.T o eet /et. Proposed w�l( b Safety and Buildings v 4003 N KINNEY COULEE RD LA CROSSE WI 54601 -1831 TDD #: (608) 264 -8777 sconsin www.commerc i www.wis .wisconsonsin.gov n.gov Department of Commerce Jim Doyle, Governor Cory L. Nettles, Secretary March 22, 2004 CUST ID No.225036 ATTN.• POWTS Inspector MICHAEL P MC DONELL ZONING OFFICE A.C.E. SOIL & SITE EVALUATIONS ST CROIX COUNTY SPIA 340 PAULSON LAKE LANE 1101 CARMICHAEL RD OSCEOLA WI 54020 HUDSON WI 54016 CONDITIONAL APPROVAL PLAN APPROVAL EXPIRES: 03/22/2006 Identification Numbers Transaction ID No. 980279 SITE: Site ID No. 671759 Duane & Heather Jourdeans Please refer to both identification numbers, U S Hwy 12 above, in all correspondence with the agency. Town of Warren St Croix County NW1 /4, SW1 /4, S15, T29N, R18W FOR: Description: Proposed Three Bedroom Mound System Object Type: POWTS Component Manual Regulated Object ID No.: 946706 Maintenance required; 450 GPD Flow rate; 24 in Soil minimum depth to limiting factor from original grade Systems: Mound Component Manual - Version 2.0, SBD- 10691 -P (N.01 /01), Pressure Distribution Component Manual - Version 2.0, SBD- 10706 -P (N.01 /01); Publication "SSWMP Publication 9.6 Design of Pressure Distribution Networks for ST -SAS (01/81) ". 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 and the "Mound Component Manual for POWTS - Version 2.0" SBD- 10691- P(N.01 /01). The pressure network is to be constructed in accordance with publications SBD- 10706- P(NO1 /01) "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 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(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. P.O. tv T . CO dF1`IGtILt ` slV MICHAEL P MC DONELL Page 2 3/22/04 Owner Responsibilities: • 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, Fee Required $ 175.00 Fee Received $ 175.00 Gerard M. Swim Balance Due $ 0.00 POWTS Plan Reviewer - Integrated Services (608)- 789 -7892, Mon. - Fri. 7:30 am to 4:15 pm jswim @commerce.state.wi.us WiSMART code: 7633 cc: James K Thompson, A.C.E. Soil and Site Evaluations Leroy G Jansky, Wastewater Specialist, (715) 726 -2544 * C F/ E DISTRIBUTION COMPONENT DESIG �� �� MOUND AND PRESSUR D S �e0 INDEX AND TITLE PAGE *4 O � A so Project Name: Duane & Heather Jourdeans 3 bedroom residential mou Owner's Name: Duane & Heather Jourdeans Owner's Address: 1280 8th Ave. Baldwin, WI 54002 PcI. Address: Pending Legal Description: NW1 /4SW1 /4, Sec. 15, T.29N., R19W. Township: Warren County: St, Croix Subdivision Name: Pending CSM Vol. XXXX, Pg. YYYY Lot Number: 1 Block Number: na Parcel I.D. Number: Pending from 042 - 1039 -80 -000 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 Site Plan Page 9 Soil Evalluation Report Designer: Mike McDonell License Number: 225036 Date: 03/10/04 Phone Number: (715)384 -8692 S ig n at u re �ZjlA—W., &/ar+.cyz Designed Pursuant to the Mound Component Manual for POWTS Version 2.0 SDB- 10691 -P (N. 01/01), and SSWMP Publication 9.6 Design of Pressure Distrioution Networks for ST -SAS (01/81) Version 3.0 (03/01/01) ���_ Page 1 of 9 D1�ApTMENT OF CDP",F,ti�i <LE t ISI,5N 0 • ,FETY ANU 6U1LL`iW-,S Mound and Pressure Distribution Component Design Site Information R Residential or Commercial Design Note: Sand fill (D) calculations assume a 300.00 Estimated Wastewater Flow (gpd) Table 83 -44-3 in -situ soil treatment for fecal 1.50 Peaking Factor (e.g. 1.5 = 150 %) coliform of - 36 inches. 450.00 Design Flow (gpd) 4.00 Site Slope ( %) 94.40 Contour Line Elevation (ft) 24.00 Depth to Limiting Factor (in) 0.40 In -situ Soil Application Rate (gpd /ft Distribution Cell Information 90.00 Dispersal Cell Length Along Contour (ft) = 5.00 Cell Width (ft) 1.00 Dispersal Cell Design Loading Rate (gpd /ft 1 Influent Wastewater Quality (1 or 2) Are the laterals the highest point in the distribution Y Pressure Disribution Information network? e Center or End Manifold 2.50 Lateral Spacing (ft) If N above, enter the elevation (ft) 2 Number of Laterals of the highest point. 0.125 Orifice Diameter (in) (e.g. 0.25) 2.50 Orifice Spacing (ft) = 6.25 ft /orifice 2.00 Forcemain Diameter (in) 270.00 Forcemain Length (ft) Does the forcemain drain back? Y 85.50 Pump Tank Elevation (ft) 6.50 System Head (ft) x 1.3 44.04 Forcemain Drainback (gal) 9.40 Vertical Lift (ft) 81.25 5x Void Volume (gal) 5.12 Friction Loss (ft) 125.29 Minimum Dose Volume (gal) 21.02 Total Dynamic Head (ft) 29.66 System Demand (gpm) Lateral Diameter Selection Manifold Diameter Selection in. dia. options choice in. dia. options choice 0.75 1.25 x 1.00 1.50 x x 1.25 2.00 1.50 x x 3.00 2.00 x 3.00 x Gallons /Inch Calculator Treatment Tank Information 646.00 Total Tank Capacity (gal) 1000.00 Septic Tank Capacity (gal) 38.00 Total Working Liquid Depth (in) Wieser Concrete Manufacturer 1 17.00 gal /in (enter result in cell B49) Dose Tank Information Effluent Filter Information 646.00 Dose Tank Capacity (gal) Zabel Filter Manufacturer 17.00 Dose Tank Volume (gal /in) A100 Filter Model Number Wieser Concrete Manufacturer Project: Duane & Heather Jourdeans 3 bedroom residential mound Page 2 of 9 I Mound Plan View J 1/10 B Observation Pipe .... ... . ...... . . . . 3 A . . . . . . . . . . . . . . . . . . ........ W . ... . .. . . . . I . ........... I ... .... . . . : ....... B . . . . . . . . . . . . . . . . . . . . . . . . ........ ........... ............ * ............................ ................................... .......... I ......... ................. ................ ...................... ..... ................................... .............. . . . . . . . . . . .................. I ......... ..................................... * ............... .......................... ........... I ........ ............... .............. .......................... ............................. L Mound Component Dimensions A 5.00 ft E 1 14.40 in H 1.00 ft K 8.68 ft B 90.00 ft F1 9.5 i n 1 8.49 ft L 107.35 ft 0 J W 19.63 ft DAl2.00 in G 0. ft [A6.14 ft 450.00 (ft 2 Dispersal Cell Area 1214.49 (ft ) Basal Area Available 5.00 (gpd/ft) Linear Loading Rate 9.00 (ft) 1/10 B Obs. Pipe Placement Mound Cross Section View Aggregate Dispersal Area Finished Grade 97.19 (ft) H 2 G F ; 95.90 (ft) Lateral Dispersal Cell 95.40 (ft) . . . .. . Y D Invert . . . . . . . . . . . . . . . . . . . . . . . . . . . . . Dispersal Cell . . . . . . . ........... .... Elevation E . . . . . . . . D .. . . . . . . . . . . . . . . . . . . . . . . . . . . . .............. ............... ........ ............... ... I ..... ...... ...... F 4] . . . . . . . . . . . . 94.40 (ft) Contour Elevation 4.0 % Site Slope Geotextile Fabric Cover Shading Key CL T Dispersal Cell See lateral details on F1] 0 Topsoil Cap 2 '5. 1.5 ft Page 4 for number, c 0 rAho Subsoil Cap U) . 0 size, and spacing of cc ASTM C33 Sand > 0.5 ft Typical Lateral F laterals. Laterals are 51 Tilled Layer U) 4) equally spaced from Aggregate v 0 M the distribution cell's A centerline in the distribution cell (AxB). Project: Duane & Heather Jourdeans 3 bedroom residential mound Page 3 of 7 MAR -22 -2004 09:50 AM A.C.E. Soil & Site Eval. 715 248 7764 P.02 End Connection Lateral Layout Diagram Lala aeroered cum the A 19 dWrienslon •- Turn- upwfbollvs"orolsanoutplulI Li P - .,_ AN Wwab am Wondcal I 4- x--+] Holes drlll•d on the batam or th• Lmorai 3 •ouaNy spaced For*@ main oonnootbn wa tar+ or arots to maniFold at any point. Laterals a roro• main of PVC soh 40 (per COMDR Table $4.30.5) Number of Laterals 2 Orifice Diameter 0.125 In Lateral Diameter 1.50 In Orifice Spacing (k) 2.53 ft Lateral Length (P) 88.55 ft Orifices per Lateral 38 Lateral Spacing (S) 2.50 ft Orifice Density 6.25 ft 1orifice Lateral Flow Rate 14.83 gpm Manifold Length 2.50 ft System Flow Rate 29.66 gpm Manifold Diameter 1.50 In Total Dynamic Head 21.15 ft Forcemain Velocity 3.03 ft /see Dose Tank Information Looldng cover with warning label and locking device and sealed watertight Elsetrical as per NEC 300 and � " Comm 18.28 WAC Disconnect 4 In. min. Tank component Is properly voted 4- Alternate outlet location Forcemaln diameter Wieser Concrete Manufacturer 2 En. Capa cityl 846.00 Gallons Volume 17.00 gal/inch A n '--. - Weep hole or anti. Dimension Inches Gallons B siphon device A 18,06 304.00 C B 2.00 34.00 Pump off e levation a C 7 so 8.38 D 14.50 178.50 D Total 38.00 846.00 am tank elevation R 3" Bedding un er tank. 85.50 Alarm Manuafacturer LeveiArm Alarm Model Number DVL Pump Manufacturer Zoeller Pump Model Number 137 Pump Must Deliver I 29.68 gpm at 21.15 ft TDH Project: Duane & Heather Jourdeans 3 bedroom residential mound Page 4 of 9 Mound System Maintenance and Operation Specifications Service Provider's Name James K. Thompson Phone (715)248 -7767 POWTS Regulator's Name St. Croix Co. 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 ft 2 Maximum FOG 30 mg /L Type of Wastewater Domestic Maximum Fecal Coliform >10E4 cfu /100 mL Service Frequency Septic and Pump Tank Inspect and /or service once every 3 years Effluent Filter Should inspect and clean at least once every years Pump and Controls Test once every 3 years Alarm Should test monthly Pressure System Laterals should be flushed and pressure tested every 1.5 years Mound Inspect for ponding and seepage once every 3 years Miscellaneous Construction and Materials Standards 1. Observation pipes are slotted and materials conform to Table Comm 84.30 -1, have a watertight cap, and are secured in as shown in the mound component manual. 2. Dispersal cell aggregate conforms to Comm 84.30 (6)(i), Wis. Adm. Code. 3. All gravity and pressure piping materials conform to the requirements in Comm 84, Wis. Adm. Code. 4. Tillage of the basal area is accomplished with a mold board or chisel plow. 5. The mound structure and other disturbed areas will be seeded and mulched to prevent soil erosion and help reduce frost penetration. Lateral Turn -up Detail Finished ............... Grade \ , 6 -8" Diameter Lawn . . . . . . . . . Threaded Cleanout Sprinkler Valve Box Plug or Ball Valve Distribution Lateral Long Sweep 90 or Two 45 Degree Bends Same Diameter as Lateral Project: Duane & Heather Jourdeans 3 bedroom residential mound Page 5 of 7 • Mound System Management Plan Pursuant to Comm 83.54, Wis. Adm. Code General This system shall be operated in accordance with Comm 82 -84 Wis. Adm. Code, and shall maintained in accordance with its' component manuals fSBD- 10691 -P (N.01/01) and SSWMP Publication 9.6 (01/81)) and local or state rules pertaining to system maintenance and maintenance reporting. No one should ever enter a septic or pump tank since dangerous gases may be present that could cause death. Septic and pump tank abandonment shall be in accordance with Comm 83.33, Wis. Adm. Code when the tanks are no longer used as POWTS components. Septic or pump tank manhole risers, access risers and covers should be inspected for water tightness and soundness. Access openings used for service and assessment shall be sealed watertight upon the completion of service. Any opening deemed unsound, defective, or subject to failure must be replaced. Exposed access openings greater than 8- inches in diameter shall be secured by an effective locking device to prevent accidental or unauthorized entry into a tank or component. Septic Tank The septic tank shall be maintained by an individual certified to service septic tanks under s. 281.48, Stats. The contents of the septic tank shall be disposed of in accordance with NR 113, Wis, Adm. Code. The operating condition of the septic tank and outlet filter shall be assessed at least once every 3 years by inspection. The outlet fitter shall be cleaned as necessary to ensure proper operation. The filter cartridge should not be removed unless provisions are made to retain solids in the tank that may slough off the filter when removed from its enclosure. If the filter is equipped with an alarm, the fitter shall be serviced if the alarm is activated continuously. Intermittent filter alarms may indicate surge flows or an impending continuous alarm. The septic tank shall have its contents removed when the volume of sludge and scum in the tank exceeds 1/3 the liquid volume of the tank. If the contents of the tank are not removed at the time of a triennial assessment, maintenance personnel shall advise the owner of when the next service needs to be performed to maintain less than maximum scum and sludge accumulation in the tank. The addition of biological or chemical additives to enhance septic 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. I Pump Tank The pump (dosing) tank shall be inspected at least once every 3 years. All switches, alarms, and pumps shall be tested to verify proper operation. If an effluent filter is installed within the tank it shall be inspected and serviced as necessary. Mound and Pressure Distribution System No trees or shrubs should be planted on the mound. Plantings may be made around the mound's perimeter, and the mound shall be seeded and mulched as necessary to prevent erosion and to provide some protection from frost penetration. Traffic (other than for vegetative maintenance) on the mound is not recommended since soil compaction may hinder aeration of the infiltrative surface within the mound and snow compaction in the winter will promote frost penetration. Cold weather installations (October- February) dictate that the mound be heavily mulched as protection from freezing. Influent quality into the mound system may not exceed 220 mg /L BOD 150 mg /L TSS, and 30 mg /L FOG for septic tank effluent or 30 mg /L BOD 30 mg /L TSS, 10 mg /L FOG, and 10 cfu /100 mL for highly treated effluent. Influent flow may not exceed maximum design flow specified in the permit for this installation. The pressure distribution system is provided with a flushing point at the end of each lateral, and it is recommended that each lateral be flushed of accumulated solids at least once every 18 months. When a pressure test is performed it should be compared to the initial test when the system was installed to determine if orifice clogging has occurred and if orifice cleaning is required to maintain equal distribution within the dispersal cell. Observation pipes within the dispersal cell shall be checked for effluent ponding. Ponding levels shall be reported to the owner, and any levels above 6 inches considered as an impending hydraulic failure requiring additional, more frequent monitoring. Contingency Plan If the septic tank or any of its components become defective the tank or component shall be repaired or replaced to keep the system in proper operating condition. If the dosing tank, pump, pump controls, alarm or related wiring becomes defective the defective component(s) shall be immediately repaired or replaced with a component of the same or equal performance. If the mound component fails to accept wastewater or begins to discharge wastewater to the ground surface, it will be repaired or replaced in its' present location by increasing basal area if toe leakage occurs or by removing biologically clogged absorption and dispersal media, and related piping, and replacing said components as deemed necessary to bring the system into proper operating condition. See Page 6 of this plan for the name and telephone number of your local POWTS regulator and service provider. Project: Duane & Heather Jourdeans 3 bedroom residential mound Page 6 of 7 HEAD CAPACITY CURVE EFFLUENT MODELS 5 � 140 p CAUTION Model 185/4185 shown 2 135 not be subjected to less than 30 feet TDH 40 — 130 - 38 125 I 20 — 36 i IS 34 1 10 f 32 '05 00 30 95 28 190 186. 26 gg 4186 21 80- 165. lb 75 0 22 _ 70 20— 65 — o IB 60 4163 1 B9, 4189 0 55 t6� 50 14, 45 I I 12-1 °0 140. 18 B, 35 4140 4188 10 —{ 30 137 85. 85 15 4 161. 4161 G , 1 53.5] 9B — Q • , V 5 GALLONS 1 20 0 a0 50 60 ]0 80 90 100 1 1 120 130 140 150 160 :i TER6 80 160 240 320 000 480 560 640 4 0 ELO. PER MINUTE .2 9 . GG t • � •r�. m i n i rr,u m S cciop ly r'a'm /�,yd���d TOTAL DYNAMIC HEAD /CAPACITY PER MINUTE EFFLUENT AND DEWATERING v 53/57 98 137 140 /4140 161/4161 163/4163 165/4165 185(4185 1 186/4186 188/4188 I 189/4189 )9'. —"s O's. 301. Lvs. Gal. Ltrs i Goi. Lt's. Gat Ltr5. Gol Ors Gal. Ltrs. GOI. Llr s. Gal O's Gol. L Is. Gal. _vs T 43 163 , 72 273 93 352 91 344 100 379 61 231 61 231 58 220 145 549 145 i 549 45 176 3.1 }4 129 61 2 }l 79 299 B< 316 93 )52 6 231 61 2 }1 58 220 140 530 140 530 45 17- Iq 1 72 1 45 170 64 242 76 288 85 322 60 227 61 231 58 220 134 507 1 35 JJ 25 95 36 136 68 257 79 299 59 223 60 227 58 220 128 484 151 496 4 7C 25 - 8 30 59 223 70 265 1 57 216 59 223 58 220 122 462 125 473 45 °7C I 49 185 62 235 55 206 58 220 85 322 58 220 116 439 • 120 454: 45 'i7; '2 Z 21 79 45 170 46 ll2 55 206 70 265 58 220 104 }ga 109 413 45 7- 20 76 33 125 50 189 51 193 58 220 - 90 341 97 367 45 tb.} 15 57 39 148 32 121 58 220 71 269 85 322 45 7C { 1 23 87 9 34 52 197 51 193 69 261 45 7C 4 10 38 45 170 28 106 1 51 193 :., 2 31 117 2 8 }a 129 _ vC 10 16 60 17 ' 54 40 - E 0 4 15 1 30 2C 36 6 20 .0c. 2c.4 .193 r. (5.9m)I 23 It (7m) 26 IT (7.9 m) 46 IT (14 m) 156 11 (17 1 66 11. (20.1 m) 86.5 n. (26.4 m) 73 1L (2231) 114 It (347m) 91 It (2771) 110 11 (335m)j''. 37 11 ;41611 -0 SPMA 44.40 „ r� MEMBER w s �s. N �� ,� s 4ssr 9 Copyright 1998 Zoeller Co. All rights reserved. o pts veld • � Soil a Ja /uoEior� �Oi E { Wto ccnod a.l 1943, 3, r 107 &S' W ♦ ek ✓a 5'X9o'd %S�sa /Ct /% (TiJCj�Zd:sflibwEien • /o CA&C IS "ri/e lq'��s' of /% " BdS3'.�Ij/ f'y e/i f','u5 S,Oac Ma Y a� 2.53 E Sca/ Fence,00s�. AssuMe� h Dcaan¢B h(eatkcr e /oo, , Ce� - b,,edcans -82 - dt„ , i L 15, 1 Top o.P S - teet '93 � I 19041ncl local& /,t/ a / /ow �radiAa 2roumd weS� CdQC of"mdc.. 1 to 4GCi��nOala Sccr�Q�c olrain49G• /�� / � 1 i i l b .41 / v s 40 , b�u ld;n� Sc� /A i �o posed 3 bedroo•+� , � P[Sid enER• � � wLP � cDU /bsACrcoM 6;na�o, -• o ; 'are�e � � s.r. /RG weal A -/X ¢Fpl oct /ct. (Jro wolf -o a„ 80l' 9 Wisconsin Department of Commerce SOIL EVALUATION REPORT Page of Division of Safety and Buildings in accordance with Comm 85, Wis. Adm. Code Count} � Attach complete site plan on paper not less than 8 112 x 11 inches in size. Plan must include, but not limited to: vertical and horizontal reference point (BM), direction and Parcel 1. D. percent slope, scale or dimensions, north arrow, and location and distance to nearest road. Reviewed by Date Please print all information. Personal information you provide may be used for secondary purposes (Privacy Law, s. 15.04 (1) (m)). P� r— Property Location n Gov4. Lot 1 /4 1 /4 S/ �T N R E (or W Property Owner's Mailing Address Lot # Block # Subd. Name or CSM# city State Zip Code Phone Number E] city [3 village own Neare Road / i / l Z4 24 New Construction Use Residential /Number of bedrooms Code derived design flow rate GPD ❑ Replacement Public or commercial - Describe: - - - - -- -- --- Parent material �l/C -t/ Flood Plain elevation if applicable _ ft General comments end a ti ons: 7 1 / and recom ( . J • L/ mendti � ,GC / u Boring D Boring# FZ pit Ground surface elev. � ( ft. Depth to limiting fact In. Soil Application Rate Horizon Depth r Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/fg 'Eff#1 Eff#2 M nself tlu Sz. Cont. Color Gr. Sz S h. � r6 i l I zy I I Ong # Boring L F Pit Ground surface elev. ft. Depth to limiting factor 0 in. Soil fication Rate Horizon Depth Dominant Color Redox Desciipti Texture Structure Consistence Boundary Roots GPD/ff in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff #1 'Eff#2 J Y Effluent #1 = BOD > 30 < 220 mg/L and TSS >30 < 150 ' Effluent #2 = BOD < 30 mg/L and TSS < 30 mg/L CST Name (Please Print) 'e CST Number Bird Plumbing, Inc. Shaun Bird 226900 address Date E, aluation Conducted Telephone Number 1008 192nd Ave, New Richmond, WI 54017 ��� 715 - 246 -4516 Property Owner Parcel ID # Page of F-31 Bori ng # ❑Boring � f; -Pit Ground surface elev. ft. Depth to limiting facto i � n. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPDIff in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 'Eff#2 AN D Boring # ❑ Boring ❑ Pit Ground surface elev. ft. Depth to limiting factor in Soil lication Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 * Eff#2 F7 Boring Boring # Ground surface elev. ft. Depth to limiting factor in. ❑ pit Soil Application Rate Horizon Depth Dominant Color Redox Description. Texture Structure Consistence Boundary Roots GPD/ff in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 'Eff #2 Effluent #1 = BOD > 30 < 220 mg/L and TSS >30 < 150 m91 ' Effluent #2 = BOD, < 30 mg/L and TSS < 30 mg/L The Department of Commerce is an equal opportunity service provider and employer. If you need assistance to access services or need material in an altemate format, please contact the department at 608- 266 -3151 or TTY 608 -264 -877 SBD -8330 (R.b'001 Property Owner _ Parcel ID # Page of [] Boring F3_1 Boring # Z � I pit Ground surface elev. ft. Depth to limiting factor -in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ff in. Munsell Qu. Sz. Cont. Co lor Gr. Sz. Sh. 'Eff#1 •Eff#2 L M& Boring # ❑ Boring ❑ pit Ground surface elev. ft. Depth to limiting factor in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPDM in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 `Eff#2 F-1 ❑ Boring Boring # Ground surface elev. ft. Depth to limiting factor in. ❑ pit Soil lication Rate Horizon Depth Dominant Color Redox Description. Texture Structure Consistence Boundary Roots GPD/ff in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 - Eff#2 Effluent #1 = BOD > 30 < 220 mg/L and TSS >30 < 150 mg/_ ' Effluent #2 = BOD < 30 mg/1- and TSS < 30 mg/L The Department of Commerce is an equal opportunity service provider and employer. If you need assistance to access services or need material in an alternate format, please contact the department at 608- 266 -3151 or TTY 608 -264 -8777. SB68330 (8.6(00) Soil Test Plot Plan Project Name Duane Jourdean Sha Address 1280 8th Ave Baldwin Wi 54002 M #226900 Lot 1 Subdivision ---- --- Date 11/19/03 N W 1 /4 S W 1 /4S 1 5 T 29 N/13 W Township Warren Boring O Well PL Property Line County ST. CROIX BM or VRP Assume Elevation 100 ft. Top of Steel Fence Post System Elevation 95.4' *HRPSame as Benchmark Alt. BM Top of Steel Fence Post @ 98.9' 269' Property Line Scale is 1" = 40' 85' unless otherwise noted * B.M. 50 B -3 0 ' 95' B -2 Alt 10' a ��R uw 15' B -1 95 4 0 94' a� o Slope r� 0 To Highway 12 270' Property Line ST CROIX COUNTY SEPTIC TANK MAINTENANCE AGREEMENT AND OWNERSHIP CERTIFICATION FORM Owner/Buyer _D Ua L C aw d Mailing Address ( 7_g ?� W � ADZ Property Address 27� � ' Z V ✓ 1 S (Verification require from Pl g Department for new construction) City /State -7 ' i Parcel Identification Number O CA'7 – / ";?d –OSa I.F.C.Ai.I)FSC'RIPT ON Property Location &L ) ' /4, Sec. TAN -R_/9_W, Town of 6c,/'tT Subdivision — , Lot # Certified Survey Map # ��" p , Volume Ik , Page # 470 Warranty Deed # ,7 11 , Volume Page # 7 Spec house El yes SVSTF.M MAINTF.NANC F Improper use and maintenance of your septic system could result in its premature failure to handle wastes. Proper maintenance consists of pumping out the septic tank every three years or sooner, if needed by a licensed pumper. What you put into the system can affect the function of the septic tank as a treatment stage in the waste disposal system. The property owner agrees to submit to St. Croix Zoning Department a certification form, signed by the owner and by a 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. I/we, the undersigned have read the above requirements and agree to maintain the private sewage disposal system with the standards set forth, herein, as set by the Department of Commerce and the Department of Natural Resources, State of Wisconsin. Certification stating that your septic system has been maintained must be completed and returned to the St. Croix County Zoning Office within 30 da s of the thr i . n date. SIGNA . OF APPLICANT DATE nWNFR C'F.RTiFiC'ATtnN I (we) certify that all statements on this form are true to the best of my (our) knowledge. I (we) am (are) the owner(s) of the pi22LrLy descn5 a ov by v' e of a warranty deed recorded in Register of Deeds Office. / L .3,s, SIGNA F APPLICANT DATE * * * * * * Any information that is mis - represented may result in the sanitary permit being revoked by the Zoning Department. * * * * ** * * Include with this application: a stamped warranty deed from the Register of Deeds office a copy of the certified survey map if reference is made in the warranty deed U 2y90P 367 �` '751381 KATHLEEN H. WALSH REGISTER OF DEEDS ST. CROIX CO., MI STATE BAR OF WISCONSIN FORM 2- 2000 RECEIVED FOR RECORD Document Number WARRANTY DEED 01/12/2004 11:45AN THIS DEED, made between Fred H. Jourdeans and Linda J. WARRANTY DEED Jourdeans, husband and wife, Grantor, and Duane Jourdeans and Heather EXEMPT 1 J ourdeans, hus band and wife, as Survivorship Marital Property, Gran ee. REC FEE: 11.00 Grantor, for a valuable consideration, conveys and warrants to Grantee TRANS FEE: 21.90 the following described real estate in St. Croix County, State of Wisconsin: COPY FEE: CC FEE: Lot 1 o Certified Survey Map filed December 23, 2003 in Volume 18 of PAGES: 1 i ied Survey Maps, page 4676. as Dement No. 749947; ocated in the NW '/, of the SW '/4 of Section 15, Township ort ,Mange 18 West, Town of Warren, St. Croix County, Wisconsin. Recording Area Name and Return Address: n Wine AoaUy—Tj1lc-1nc. ,..., n. _ te 115 i lC Exceptions to warranties: 6 Easements, restrictions and rights -of -way of record, if any. 417822 Metro Legal Services 042 - 1040 -30 -000 I DIRET 417822 A Parcel Identification Number PIN 331949 �N`D 259473 This is no$ 9JM f &d property. METRO LEGAL SERVICES, INC. 330 SOUTH 2ND AVENUE, SUITE 150 Dated this 23rd day of December, 2003. MINNEAPOLIS, UN 55401 -2211 * Fred H. j0deans * Linda J. Jourdeans v * * 61 t- AUTHENTICATION ACKNOWLEDGMENT Signature(s) STATE OF WISCONSIN ) (1� ST. CROIX COUNTY. ) ss. authenticated this 23rd day of De 0 7N'\SG010 e;11 1 Personally came before me this December 23, 2003 the above named Fred H. Jourdeans and Linda J. Jourdeans, ' husband and wife to me known to be the person(s) who TITLE: MEMBER STATE BAR OF WISCONSIN executed the foregoing instrument and acknowledged the same. g g g (If not, authorized by § 706.06, Wis. Stats.) o — THIS INSTRUMENT WAS DRAFTED BY * Cheri Brown Notary Public, State of Wisconsin Edina Realty Title — Doug Berg My commission is permanent. (If not, state expiration date: 400 South Second Street #115, Hudson, WI 54016 3/11/2007 ) (Signatures may be authenticated or acknowledged. Both are not necessary.) *Names of persons signing in any capacity must be typed or printed below their signature WARRANTY DEED STATE BAR OF WISCONSIN FORM Na2-2000 - 2 C o c (16, C., cq;2_- Ic, - 1 -7 1:7 7 4994 7 VOL 18 PAGE 4676 Lo 4 KATRIM H. REGISTER OF DEEDS ST. Cmix RECEIVED liRECEIVED CO. Vi An CERTIFIED SURVEY MAP 12/23/2903 bEffin 01 s99PA PREPARED FOR: LOCATED IN PART OF THE NWI/4 OF THE CERTIFIED SURVEY MAP FRED JOURDEANS REC FEE 13.00 IZ2 US HIGHWAY 12 SWI/4 OF SECTION 15. T29N, R18% TOWN COPY FEE 3.00 ROBERTS, N 54=1 OF WARREN, ST. CROIX COtJNTY, WISCONSIN. PAGES 2 SURVEYOR: SCALE IN FEET 1" - 100 THOMAS M. HEALY S & N LAND SURVEYING, INC. 2920 ENLOE STREET 100 0 100 HUDSON, WI 5401 D.O.T. NUMBER 55-12-3813-2002 WEST 1/4 CORNER - -- sEcrnoNlS I UHUDUUMP umrg)@ I t� ------------ SSWI 3ZSmVV 269.65' 66-W SOUTH LAE OF THE N8Wl3 NORTH 280.00 FEET is OF THE NW1/4 OF THE SW1/4 FENCE 2.0'* WEST OF PROPERTY LINE A2VE Z&*lo W4 p q*j w D'E C' 2$ I'll oul N VA b LOT au co opprwm =v=w 3.73 ACRES s * ,� I w (162,523 SQ. 'FF.) 91 w u- w 0 w r cy to z Lu - X. mn I I i ��-___ I ti -�� ''� � �� `� � ,�' 1 � �° 3 �� 1 � . �� � � (� �" � �� � � �,. � � � � Ot �vA�V•e- �� /7�-� J E *f,/ 7i.S • &SY- y,?,PS /3.��DwiN Gv /s, Syo oZ W!gr.0nsM Upparin,erd of Commerce SOIL EVALUATION REPORT 1 1+1011 of Salply and t11111dings Wage of In arcordance will Comm 85, %Ms. Adm. Code Alhci, torn Ir 1p 0 ` 1 Off 0n County ST e do/ x n - n nanpr not less than 0 1/?_ x 11 Inches In size. /'tan mull // �� /G ' h,clude, 11111 lint Ilrnlied to: vertical and 1101170111 reference point (BM), direction and 4 nArepnl slope, scale o► dhnpnstons, north arrow, and toralion and distance to nearest road, Parcel 1. D. ur /'lease partl All lnforrnaflort. no d by 7 / bate hr t SO /1 1l InrOrtnnllotl ynll 11fovIde may be IIS((i for sec.ond Ity 1111r11oses (Prlv tow, S. 15.04 (I) (m)). Properly Owner } U k r erly Location q •! _ G t. Lot �v� 1/f sl(> t/4 S ! s t Z / N R / f (or)W Properly Owner��r g A Z s -- -- "- - - 200 to M Illock p Subd. Maine or CSMM la az Y v��'� T -- o � CS'1'I �4 Gtl 4 P P1 x . City Siale Zln Co a -� P ,on r - " Tx C ( City [I Village own Nearest Road New cnnsimclion Use: e ta o Code derived design now l a (�- ttesidenllal / Nrnnber of bedrooms (3Pb Repiarrrnenf t j Public or rotnrnprcial - Upscribe: r ,reninnlerini Flood Ptaln plevallon If ripplicable :►lia tpcommendallons: rai commenlg n E 2 �M/f, 8 s 30 0-') (It) C6) d Sys -�,y 20 " sgvv �r-, //. 0� �I�.r,�Q. Pto� .� 4-d boring 0 U Boring • S „$' ���L ` PII Ground stnface elev. / �• ((, Depth to limiting factor / G p g o M, Soo Appllcallon hate Horizon 5ep01 Uornlnanl Color Redox Uesrdption texture Slruclure Consistence Boundary Rools 01 In. Munson Qu. Sz. Cont. Color Or. Sz. Sh. 'Eg!!t 'Efltl2 2 to • /a �a 3/ $/G /�S � .wr �� GS Z �- 3 3 /a • �o Y/? /D ye X16 - �►�t i d� M o s S� L / f s,� � ►y+ f I N AM 3 P Mor /o y2 �iZ I U A2- baring ��j►, /� s s W 1 - 111 Ground surface plev. / n Upplh to limiting factor t lorizon bepih Uon,Manl Color Mansell 11edox Upsc►Ipilon texture Slruclure Consistence 8ounda 110019 Soil Ap Il DMI Rate In. ►Y GPO/ll' tlu. Sz. Cont. Color Gr. Sz. Sh. •Erie •010 leyle f 2 4.12. 100 3 S iG ff 54t /R�iy � ---- -- SQL S / AU ^"31> M eG / `J �•►-, f/� . Z . 3 S VA v w oi3s !lam Elnvenf it t = bOU� > 30 < 220 rng/l and ?SS >30 < 150 mull. • Effluent 02 - BOU < 30 mglL and TSS < 30 mglL CS1 Name (P!esse Print) Slgnalvre R D13e,-� r ?A 7— CST Number address 2 Zee 3 7S Uale Evatualt0n COnducled Telephone Number 02 00 Z 7is 3�� • �'l8S Ulbricht & Assoc a es Private Sewage Consultants 655 O'Neil Rd. Hudson, Wis. 54016 �o A L 'tf hrnpt•rly Owner Z -- parcel It) N 3 f)orMp N U Ctoring � � .. s. s, Page - of hll Crovnd surrace elev. � S J _ It. Depth to Nmilin0 /actor in. 11orizon C)epN► borr►Inanl Color Soll A Boundary Roots Gpbmr fl�allon note Redox Descripl Texture Slrucltrre Consistence _ In. MunsEN Qv. Sz. Cv►►l. Cola Gr. S. SI. S z ► �� r/R 2/� ElrMl •En112 FS hle uA-O C9 5 - /d /o WR 31 s � y ioYRy VA- '66e let 4*1 >0P �4`ri ve`' �.6• (�' G L j ?�s � �r J J2. n� t � Boris �— .� -`� Bnrinq N t__1 q 101e1 surinre elev. _- -_` ry Depth to Nmlling factor M, (rnimn lleplh Unrnln�ni C,`olnr npw(x oescrlplion Texture SI►uclure Consistence Bounda Roots Sal n� N�IIOt1 helB r1' GPU /(1 In. MunsEN Qu. Sz. Cont. Color Gr. Sz. Sh. 'Enpi •EnN2 Clorinq N U lining hit G►ound surface elev. fl. De th t -- - - -. -- p o Nndling factor M, t Itnrizon Onplh homin n► itednx 1)escrt Ihn son ;Wllcallon Rete p texhxe Siruclure Consistence Boundary Roots GPU/n r In. Mv_ ►�pN Qu. Sz. Cont. Color Gr. Sz. Sh. 'Enl1i 'EttN2 EIfIOenl fit = ROD, > 30 < 220 mq/L and TSS >30 < 150 mglL Effluent N2 - ROD < 30 mg/L and TSS < 30 mg/L r 1 ' ►c Ilerarle d of material in an ► err equal n eed formal, ple Service provider Ind employer. If you need assistance In access services or n an al hlternale formalal, please conlacl life deparlmenl n(609-266-3151 or 77Y 608 - 264 - 8777. snn.���o rR Fmnr LL - 4 r- _� \ -o o o � Z • � °� h 4Z o- a I m ` � m m� to �g 5 a. �v ST. CROIX COUNTY WISCONSIN _ ZONING OFFICE Jim ` I � ST. CROIX COUNTY GOVERNMENT CENTER - ;.R. _q -=- 1101 Carmichael Road Hudson, WI 54016 -7710 (715) 386 -4680 • Fax (715) 386 -4686 September 18, 2002 To Whom It May Concern: St. Croix County Subdivision Ordinance, Section 18.03 (Q) defines a subdivision as a division of a lot, parcel or tract of land by the owner or the owner's agent for the purpose of transfer of ownership or building development where the act of division creates or results in one or more parcels or building sites of 35 acres or less in area. Road standards, as set forth in Section 18.16 of the Subdivision Ordinance, are applicable only to lots of less than 35 acres. Therefore, the standard requiring joint accesses to be constructed to County standards for two lots would not apply if the access serves one lot of less than 35 acres, and a parcel of greater than 35 acres. Should you have questions or concerns, please feel free to contact this office. Sincerely, Ma ry J. Jenkins Assistant Zoning Administrator C: Fred Jordeans property file (042- 1040 -80- 000,15.29.18.2 z3�r Fcnx To: - From: vJ/ f:a= Pages: M Gate: OM- - Be: CC Q ticgent For Review ❑ Please Coaunent 0 Please Reply ❑ Please Recycle � Gotttate�s: uV r - TI N � � Hwy 65 n d o & • �. __ ......... _.__ . Z y c Z x i c i 3 g o a s Z c c�a n 0 CD I TI Division Street Jourdeans' Driveway 0 m tz CAVE c ox b o � Kevin Kempf Dean Mueller is C dz x o� N Hwy 65 Parcel #: 042 - 1040 -30 -025 06/18/2009 10:31 AM PAG 1 OF 1 Alt. Parcel #: 15.29.18.234F -10 042 - TOWN OF WARREN Current ❑X ST. CROIX COUNTY, WISCONSIN Creation Date Historical Date Map # Sales Area Application # Permit # Permit Type # of Units 00 0 Tax Address: Owner(s): O = Current Owner, C = Current Co - Owner O - JOURDEANS, FRED & LINDA FRED & LINDA JOURDEANS 1222 HWY 12 ROBERTS WI 54023 Districts: SC = School SP = Special Address(es): * = Primary Type Dist # Description r�=22 1 2 SC 2422 ST CROIX CENTRAL SP 1700 WITC Legal Description: Acres: 12.390 Plat: N/A -NOT AVAILABLE SEC 15 T29N R1 8W 13.04A NW SW EXC W 1000 Block/Condo Bldg: FT OF N 847.98 FT & EXC W 912 FT OF NW SW ALSO INCL S 460 FT OF N 1307.98 FT OF Tract(s): (Sec- Twn -Rng 40 1/4 160 1/4) E 142 FT OF W 912 FT OF NW SW EXC PT TO 15- 29N -18W NW SW CSM 18 -4676 ALSO S 462 FT OF E 489.5 FT OF W 770 FT OF NW SW EXC PT TO CEMETARY more... Notes: Parcel History: Date Doc # Vol /Page Type 01/12/2004 751382 2490/368 EZ -1 02/19/2003 710271 2146/195 EZ -1 2009 SUMMARY Bill M Fair Market Value: Assessed with: 0 Valuations Last Changed: 07/20/2004 Description Class Acres Land Improve Total State Reason RESIDENTIAL G1 12.390 70,500 169,600 240,100 NO Totals for 2009: General Property 12.390 70,500 169,600 240,100 Woodland 0.000 0 0 Totals for 2008: General Property 12.390 70,500 169,600 240,100 Woodland 0.000 0 0 Lottery Credit Claim Count: 1 Certification Date: 10/21/2005 Batch M 05 -39 Specials: User Special Code Category Amount Special Assessments Special Charges Delinquent Charges Total 0.00 0.00 0.00