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HomeMy WebLinkAbout022-1005-30-400 CO UI q Ty O CRD &A , RECEIVED PLANNING & ZONING OCT 0 7 2uu8 ST. CROIX COUNTY EROSION & SEDIMENT CONTROL PL N ZONING OFFICE Site location: 1278 Cry N, Lot S, Town of Kinnickinnic , a8 18:3S.b Owner(s): Mark Janski Parcel ID #22.28.19.1759 Code Administration 715 - 386 -4680 Under St. Croix County Zoning Code 17.70(3)(b) 5: "The (Zoning) Administrator may attach reasonable erosion prevention conditions to a permit approved for issuance." In Land Information & addition, Wisconsin Uniform Dwelling Code Comm. 21.125 requires the building permit Planning applicant and /or landowner to follow erosion control procedures and maintain them until 715- 386 -4674 the site has been stabilized (Uniform Dwelling Code Comm 21 is available on -line at: www. commerce. state. wi .us /SB /SB- DivCodesListing.html) Real Property 715 - 386 -4677 The Owner of the above parcel is responsible for notification of all contractors performing construction activities on this site that an Erosion & Sediment Control Plan is in effect and the Recycling following activities will be required in order to maintain compliance with the plan: 715 - 386 - 4675 1. Maintain existing vegetation wherever possible to minimize erosion and sediment movement. The primary source for construction site runoff will be the house foundation excavation, driveway, well drilling, and soil stockpiled until final grading and stabilization is complete. Septic system installation adds to temporary disturbance, but establishing cover on exposed soils will prevent erosion. Apply seed and mulch as recommended in #4 below. 2. Install construction entrance before any excavation begins!! Construction equipment and vehicles must utilize a stabilized driveway access off public road for heavy equipment; this includes cement trucks, well drillers, and other contractor's vehicles that require access to the property during construction. Avoid muddy, rutted conditions that may allow contaminated runoff to reach waterways and /or drainage ditches. Property owner must repair damage to ditches resulting from multiple access points and sediment tracked on public roadways must be removed at the end of each workday. 3. Do not allow contaminated runoff to be directed onto neighboring property or into surface water conveyances. Create temporary diversions graded ALONG CONTOUR between excavated areas and any potential receiving waters (this includes driveway & road ditches) by routing contaminated runoff into vegetated buffer areas on owner's property. (Refer to specification sheet for temporary diversions available from county). 4. Stabilize exposed soils (septic system included) with seed and mulch immediately after installation - do not wait for final stabilization and/or landscaping of entire site to establish permanent cover on the site. When late - season weather conditions will not permit seed germination, a heavy straw mulch cover will prevent erosion until vegetation can be established. Erosion control matting can be applied any time of year and, if installed properly, will provide protection even if seed germination is delayed. ST. CRO /X COUNTY GOVERNMENT CENTER 1 10 1 CARM/CHAEL ROAD, HUDSON, W1 54016 715 - 386 - 4686 FAA I Page Two — ESC Plan Acknowledgement Form The owner of record during site construction will be responsible for compliance with state and county code requirements as specified in this Erosion & Sediment Control Plan. Please feel free to contact me with questions regarding erosion & sediment control product installation. PLAN PREPARED BY: RYAN YARRINGTON, ZONING TECHNICIAN #683475 L Owner acknowledgement of ESC Plan requirements: fta S - s , a - 6 , 10 / (Please sign and return original ESC form to Planning & Zoning Dept. A copy is attached to the owner's permit and maintenance agreement, which is given to the plumber at time of permit issuance.) ST. CRO /X COUNTY GOVERNMENT CENTER 1 101 CARMICHAEL ROAD, HUDSON, WI 54016 715- 386 -4686 FAA Wisconsin Department of Commerce Count Saf�;ty and Building Division PRIVATE SEWAGE SYSTEM St. Croix INSPECTION REPORT Sanitary Permit No: 514908 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)]. Permit Holder's Name: City Village X Township Parcel Tax No: Janski, Mark I Kinnickinnic, Town of 022- 1005 -30 -400 CST BM Elev: Insp. BM Elev: BM Description: Section/Town/Range/Map . /a ' d 106• o 13 L, – t1l .6 4—f � rh nl-4 d 05.8.18.35D TANK INFORMATION ELEVATION DATA TYPE MANUFACTURER CAPACITY STATION BS HI FS ELEV. Septic Benchmark Dosing Alt BM ��rty� S 6 Sa r It 1. 1 3.71 A"at+en D ' I _ / Bldg. Sewer 1f.,�sj 7 Holding St/Ht Inlet WA tk, 8 1 TANK SETBACK INFORMATION SUHt Outlet TANK TO P/L WELL BLDG. Vent to Air Intake ROAD Dt Inlet �- Septic 750 1i MA 3 0 1 Dt Bottom 2 2 1 y D t Dosing > 5�7 NA l a, ,� �� 1 Header /Man. Aeration Dist. Pipe 5+ 62 tot. 3 7 Holding Bot. System 6,37— 7, ov 6 7 PUMP /SIPHON INFORMATION Final Grade 102, 3�S Manufacturer / 1�♦ De aand St C r f�str 13, T. 74 Model Number f VJ 24.66 t0 TDH Lift Fricti n Loss Syst m tjead TDH Ft 17.26 .1t r. 5.7 r hmd Forcemain Length Dia. a Dist. to well 1 2 2. ` � 2 A# & ,.41 If E- se -l'�, vto Y SOIL ABSORPTION SYSTEM BED /TRENCH Width Length No. Trenches PIT DIMENSIONS No. Of Pi Inside Dia. Depth DIMENSIONS 5 YYYY 1 (� �R SETBACK SYSTEM TO P/L BLDG WELL LAKE /STRE L anufacturer: INFORMATION CHAMBER OR Type _Of System: )f^' t q � • 'o UNIT Model Number: DISTRIBUTIO /, /� Header /ManifoO I Distribution x Hole Size x Hole Spacing Vent to Air Intake Pipe(s 5 0 1 r• 5 1 ✓r, Ga Length Dia Length Dia_ Spacing SOIL COVER x Press Systems Only xx Mound Or At -Grade Systems Only Depth Over I G t Depth Over xx Depth of xx Seeded /Sodded r Mulched Bed /Trench Center 6 Bed/Trench Edges Topsoil I r L g p L eM��� q0 Yes � No 0 Yes � No COMMENTS (Include code discrepencies, persons prese , etc.) Inspection #1:__� �Y / Z� / �a Inspection #2: / Z / 8 y of Location: 1278 Cty N Roberts, WI 54023 (SE 1/4 NE 1/4 T28N RI 8W) NA Lot 5 Parcel No: 05.28.18.35D .�1i c.�,�r -�° ,sus �� '�,, 1.) Alt BM Description = 2.) Bldg sewer length - amount of cover = ? 4 N Required? Yes Na 10 all Use o her for additional information. No ct SBD -6710 (R.3197) Date Inse or's Signature Cert. No. S T C RD�x COU PLANNING & ZONING EROSION & SEDIMENT CONTROL PLAN Site location: 1278 Cry N, Lot 5, Town of Kinnickinnic Owner(s): Mark Janski Parcel ID #22.28.19.1759 Code Administration 715- 386 -4680 Under St. Croix County Zoning Code 17.70(3)(b) 5: "The (Zoning) Administrator may attach reasonable erosion prevention conditions to a permit approved for issuance." In Land Information addition, Wisconsin Uniform Dwelling Code Comm. 21.125 requires the building permit Planning applicant and /or landowner to follow erosion control procedures and maintain them until 715- 386 -4674 the site has been stabilized (Uniform Dwelling Code Comm 21 is available on -line at: www. commerce. state. wi .us /SB /SB- DivCodesListing.htmi) Real Property 715- 386 -4677 The Owner of the above parcel is responsible for notification of all contractors performing construction activities on this site that an Erosion & Sediment Control Plan is in effect and the Recycling following activities will be required in order to maintain compliance with the plan: 715- 386 -4675 1. Maintain existing vegetation wherever possible to minimize erosion and sediment movement. The primary source for construction site runoff will be the house foundation excavation, driveway, well drilling, and soil stockpiled until final grading and stabilization is complete. Septic system installation adds to temporary disturbance, but establishing cover on exposed soils will prevent erosion. Apply seed and mulch as recommended in #4 below. 2. Install construction entrance before any excavation begins!! Construction equipment and vehicles must utilize a stabilized driveway access off public road for heavy equipment; this includes cement trucks, well drillers, and other contractor's vehicles that require access to the property during construction. Avoid muddy, rutted conditions that may allow contaminated runoff to reach waterways and /or drainage ditches. Property owner must repair damage to ditches resulting from multiple access points and sediment tracked on public roadways must be removed at the end of each workday. 3. Do not allow contaminated runoff to be directed onto neighboring property or into surface water conveyances. Create temporary diversions graded ALONG CONTOUR between excavated areas and any potential receiving waters (this includes driveway & road ditches) by routing contaminated runoff into vegetated buffer areas on owner's property. (Refer to specification sheet for temporary diversions available from county). 4. Stabilize exposed soils (septic system included) with seed and mulch immediately after installation - do not wait for final stabilization and /or landscaping of entire site to establish permanent cover on the site. When late- season weather conditions will not permit seed germination, a heavy straw mulch cover will prevent erosion until vegetation can be established. Erosion control matting can be applied any time of year and, if installed properly, will provide protection even if seed germination is delayed. ST CROIX COUNTY GOVERNMENT CENTER 1 101 CARMICHAEL ROAD, HUDSON Wi 54016 715 - 386 -4686 FAA 4 Page Two — ESC Plan Acknowledgement Form The owner of record during site construction will be responsible for compliance with state and county code requirements as specified in this Erosion & Sediment Control Plan. Please feel free to contact me with questions regarding erosion & sediment control product installation. PLAN PREPARED BY: RYAN YARRINGTON, ZONING TECHNICIAN #683475 Owner acknowledgement of ESC Plan requirements: — /2008 (Please sign and return original ESC form to Planning & Zoning Dept. A copy is attached to the owner's permit and maintenance agreement, which is given to the plumber at time of permit issuance.) ST. CROIX COUNTY GOVERNMENT CENTER 1 10 1 CARMICHAEL ROAD HUDSON, Wi 54016 715- 386 -4686 FAA All I -- I�.11-. -r,. - ,.,. I - Safety and Buildings Division County 201 W. Washington A ., P.O. Box 7162 Madison, WI 7 -7162 Sanitary Permit Nutnbes (10 be filled in by Co.) tL ADR:C:071L� 1 ; 51 14 7646 Sanitary Permit Applicatio glare Transaction Numbs 1 5 7/ Cp In accordance with s. Comm. 83.21(2), Wis. Adm. Code, submission of this form to the 1 unit is required prior to obtaining a sanitary permit. Now Application forms for sta are Project Address (if different Bran mailing address) submitted to the Department of Commerce. Personal information you be for set�ndety purposes in accordance with the Privacy Law, s. 15,94LIXml Stats. l Z G 1 C'r Al I. Apiltlication - Please Print All In ties Property Owner's Name / Parcel q 6 2 Z" /015 5 - b / ProPeriY Location / Property Owner's Mailing Address 6 2408 C 5 9 S T C C3ovt. Lot • Ccry State Zip Code UNT OFF� 1' G a 6 fiS r y J' T N; R /F C] E, W 11. of BialkUn Check all that a Lot 1f TYPe S ( PP>a') 6(� � � `' Subdivision Name �1 or 2 Family Dwelling - Number of Bedr 6✓�p 4�,c Bloc ❑ Public/Commercial - Describe Use o As p 1 a�-- City of El ( CSM Number Village of ` State Owned - Describe Use � r 3 2 � � 6 R Townof `5 \ J b 111. Type of Permit: (Check only one butt on lone A. Complete line B it appNea ) A. New System Replacement TreatnowHolding Tank Replacement Only Other Modification to Existing SyMin (explain) - -- - System of Permit Ttattsfer to List Previous Permit Number end Date Issued Chan B. Permit Permit Revision 8e New Owner r / Renewal Before Plumber Expiration Q O J IV. a of POWTS $ nr/co t/Doviee: Check all that a Non - Pressurised In- Ground Pressim2ed in awnd At -Gmde Mound _> 24 m, of suitable soil Mound < 24 in. of suitable soil ' ❑ Holding Tank ❑ Other Dispersal Component (explain) ❑ Preoraiment Device (explain) _ V. Dis rsai/rtwtt beat Area Information: Di Area Required rea Dispersal A Prop�sed (sfj gY H�evation Design Flow (gpd) Design Soil Application Rate(gpttst) apersal DBI � D ,- `� � / Material Capacity in Total # of Manufacturer Vi. Tank info Gallons Gallons Units New Tanks Existing Tanks A/ / 16 AL SZ C j Septic arc Holding Tank -5 e V C y Dosing Chamber ed, sesame rnpoasib ty for "Samson of the ea the ambelied ptaos. VII. Res €bill Statement the mmk7 d�ga /MARS Number Busirteas Phatte Number Plumber's Name (Printl Plumber's Signature oza 7 g ? !6 ­ — S8'C a r Plumber's Address (Street, City, State, Lip Code) /, �/ D VIII. Conn /D artment Use On Permit cc Issued Issuing s ignature _)�pCpproved iven for Denial $ &�, Z7 Da IX. Condi "oftsoas for Disapproval 3) r!a : ue� ,r^ s� e v f• 1. Septic tank,. effluent fitter and J �, w I �Grw. • �. dispersal cell must all be serAces'/ maitttain� et,tt as per management plan provided by plumber. 2. AD setback requirements must be mt illraiiled m aaar I p s 1#e "sum and submit to the Commty omly an Pape* set leer Area g 112: t t €salsa to she SBD -6398 (R. 01107) Valid thru 01109 � .�oi /Qd4ftc2fion �rasS�r o.tCR el ed 0' : - roo o '/:ade. t oow. r�ss are4 ' ;( S Csm 1 J . /3 Fadew C'o+ n fi c-ld Ar sE y 3 W9, ys�C.s � d: Siff %6 u E�'an /ct taia/s a t / Jh" 69SS" i X 012_1005- 30 -s/vo 82 , 4 "ick do A ✓.C. bu.:1d;v 3e o ap osed �/ 3 b cdroo.►� �a�aye 9 /93' /dwgrads 4 ,), - & W ccpncrc& WLP /,cw%so at bct /d, S, {x. Corn binatTon s.T. /P. e— wY oo /yz.A' %` P� u.�el( A fo ltow Guru -gield 9 / y �( Corn Ifec (d 0 o ECOPY �.� .o. �if•B.M. �To of //1. Wy �_ �• $aF9 ♦ �,risv� v y�de .el �. warded .cenct /. MI VVVV *rassr anew o' � o or/ Ale. PrPr. Co /r, rc.55 areQ A oscd4t6wlda6.Z9.73Ki -04.3 A' 3EYfh�'ysar, 5-' go' 0 / n oP� n4iULJ4iG y y YS e or'i 4 - ces SPa ctd at.2 • Sd' ' % kr `�- H� b t M� 54e jw W .r Aro�os ed + Aj 3 b tdrov.�•� � �Qes: duce h � �ara,e -- � 9 /.93' /a�wq.^adt cJ,'esa/' Cenc.rcft u�LP/,croo /GSo m atbu. /di•�S�bc. cornb:natlons.T. /fit. r IDL'SZS t FF' /u e nt �': /t e� o••t �.T. e�le� N Preposcd u�t(( 4 ca t on C,& few c.W'n i a!d 9 /-osc y Coen F"t /d o �' U. I 4� I i TV w�om SPFE� & Safety and Buildings commerce.wi. OV 3824 N CREEKSIDE LA g HOLMEN WI 54636 TDD #: (608) 264 -8777 Iscons'n www.commer sin.go Department of Commerce www.wisconsin.gov Jim Doyle, Governor Jack L. Fischer, A.I.A., Secretary June 20, 2008 CUST ID No. 227990 ATTN: POWTS Inspector WILLIAM C SCHUMAKER ZONING OFFICE SCHUMAKER PLUMBING ST CROIX COUNTY SPIA 1070 SCOTT RD 1101 CARMICHAEL RD HUDSON WI 54016 HUDSON WI 54016 CONDITIONAL APPROVAL PLAN APPROVAL EXPIRES: 06/20/2010 Identification Numbers Transaction ID No. 1543716 SITE: Site ID No. 738448 Mark a Janski Please refer to both identification numbers, 1278 County Hwy N above in all correspondence with the agency, Town of Kinnickinnic St Croix County SETA, NEIA, S5, T28N, R18W Lot: 5, FOR: Description: Mound / Three Bedroom / Sloping Site Object Type: POWTS Component Manual Regulated Object ID No.: 1185749 Maintenance required; 450 GPD Flow rate; 34 in Soil minimum depth to limiting factor from original grade; System: Mound Component Manual- Version 2.0, SBD- 10691 -P (N.01 /O1), Pressure Distribution Component Manual- Version 2.0, SBD- 10706 -P (N.01 /01); Biofilter The submittal described above has been reviewed for conformance with applicable Wisconsin Administrative Codes and Wisconsin Statutes. The submittal has been CONDITIONALLY APPROVED. The owner, as defined in chapter 101.01(10), Wisconsin Statutes, is responsible for compliance with all code requirements. No person may engage in or work at plumbing in the state unless licensed to do so by the Department per s.145.06, Cottrllh stats. ma The following conditions shall be met during construction or installation and pror to occupancy or use: P ENT Reminders ZI • This system is to be constructed and located in accordance with the enclosed approved plans and with the gC.E COtiuRl component manuals listed above. • Per manual cited above, limited activities are allowed in the area 15 feet down slope of the component area. Soil compaction, excavation, vehicular traffic and other similar activities that impact the treatment and dispersal are prohibited. • The well must be a minimum of 25 feet from any POWTS tank, and a minimum of 50 feet from the absorption area. chs. NR 811 & 812c • 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 POWTS installation is required. Arrangements for inspection shall bemade with the designated county official in accordance with the provisions ofSec. 145.20(2)(d), Wis. Stat WILLIAM C SCHUMAKER Page 2 6/20/2008 • Comm 83.22(7) A copv 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 Responsibilities. 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. • Comm 83.55 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. All permits required by the state or the local municipality shall be obtained prior to commencement of construction/installation /operation. 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 a 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 Balance Due $ 0.00 Charles L Bratz POWTS Reviewer II , Integrated Services WiSMART code: 7633 (608)789 -7893 , 7:45 am - 4:30 pm Monday - Friday charles.bratz@wisconsin.gov cc: Leroy G Jansky, POWTS Wastewater Specialist, (715) 726-2544, Friday, 7:00 A.M. To 3:30 P.M. MOUND AND PRESSURE DISTRIBUTION COMPONENT DESIGN a Residential Application INDEX AND TITLE PAGE Cq UJ 00 U W Project Name: Mark A. Janski 3- bedroom residential mound ,Q Owner's Name: Mark A. Janski Owner's Address: 326 Wildwood Circle Roberts, WI 54023 Site Address: 1278 Co. Hwy N Legal Description: SE1 /4 NE/4, Sec.5, T.28N., R.18W. Township: Kinnickinnic County: St. Croix Subdivision Name: CSM Vol. 13, Pg. 3618 Lot Number: 5 Block Number: Na Parcel I.D. Number: 022 - 1005 - 30-400 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 - orally Page 6 Management and contingency plan E � Page 7 Pump curve and specifications 0 — V Page 8 Site Plan OF COMMERCE Page 9 Attached soil evaluation report f= LDINGMS - SPONDENC Designer: Bill Schumaker License Number: 227990 Date: 05/15/08 Phone Number: (715) 386 -3121 Signature: a 1_L,� a - ---- I Designed Pursuant to the Mound Component Manual for POWTS Version 2.0 SDB- 10691 -P (N. 01/01), and both SSWMP Publication 9.6 Design of Pressure Distribution Networks for ST -SAS (01/81) and Pressure Distribution Component Manual Ver. 2.0 SBD- 10706 -P (N. 01/01) Version 5.1 (R. 06/06) Pagel of 9 Mound and Pressure Distribution Component Design Design Worksheet Site Information (R or C) R Residential or Commercial Design Note: Sand fill (D) calculations assume a 300.00 Estimated Wastewater Flow (gpd) Table 83-443 in -situ soil treatment for fecal 1.50 Peaking Factor (e.g. 1.5 = 150 %) coliform of - 36 inches. 450.00 Design Flow (gpd) 17.00 Site Slope ( %) 100.00 Contour Line Elevation (ft) 34.00 Depth to Limiting Factor (in) 0.50 In -situ Soil Application Rate (gpd/ft) Distribution Cell Information 90.001 Dispersal Cell Length Along Contour (ft) = 5.00 Cell Width (ft) 1.00 Dispersal Cell Design Loading Rate (gpd /ft 1 I Influent Wastewater Quality (1 or 2) Are the laterals the highest Doint in the distribution Y Pressure Disribution Information network? Enter Y or N (C or E) a 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) 2.50 Estimated Orifice Spacing (ft) = 6.25 ft /orifice 2.00 Forcemain Diameter (in) 105.00 Forcemain Length (ft) Does the forcemain drain back? Y 86.00 Pump Tank Elevation (ft) Enter Y or N 6.50 System Head (ft) x 1.3 17.13 Forcemain Drainback (gal) 14.00 Vertical Lift (ft) 81.25 5x Void Volume (gal) 1.99 Friction Loss (ft) 98.37 Minimum Dose Volume (gal) 0.00 In -line Filter Loss (ft) 29.66 System Demand (gpm) Z �1 22.49 Total Dynamic Head (ft) m Lateral Diameter Selection Manifold Diameter Selection law in. dia. options I choice in. dia. options choice �-- r-- 0.75 1.25 x 1.00 1.50 x x 1.25 2.00 1.50 x x 3.00 2.00 1 x 3.00 1 x Gallons /Inch Calculator (optional) Treatment Tank Information 646.001 Total Tank Capacity (gal) 1000.001 Septic Tank Capacity (gal) 38.00 Total Working Liquid Depth (in) Wieser C oncrete Manufacturer 17.00 gal /in (enter result in cell B49) Dose Tank Information Effluent Filter Information 646.001 Dose Tank Capacity (gal) Pol Lok Filter Manufacturer 17.001 Dose Tank Volume (gaVin) PL -525 Filter Model Number Wieser Concrete Manufacturer Project: Mark A. Janski 3- bedroom residential mound Page 2 of 9 Mound Plan and Cross Section Views 1 � 0 s Observation Pipe J j . . . . . . LI : I . ....... ............................... L Mound Component Dimensions A 5.00 ft E 16.20 in H 1.00 ft K A24.73 ft B 90.00 ft F 9.50 in z 16.17 ft L ft D 6.00 in G 0.50 ft J 3.56 ft W ft / 450-00 ) Dispersal Cell Area 1905.61 (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 102.29 (ft) ---� G H { F : : ; : ........._al Cell 101.00 (ft) L • t)spers atera 100.50 (ft) - : Invert Dispersal Cell Elevation E ' D ; .. .. . ..... .. . . . .. . .... . M1 {. 100.00 (ft) Contour Elevation 17.0 % Site Slope over Shading Key '�? $. Dispersal Cell See lateral details on 1Q — Topsoil Cap c 1.5 ft �� Page 4 for number, size, © �•' {' Subsoil Cap c •:s'•;'s` "' ° ' °:f;' and spacing of laterals. ASTM C33 Sand a`o Z j . '• Laterals are eq ually Tilled Layer c d 0.5 ft Typical Lateral ;.a ; r, spaced from the A re ate v ° a ;° distribution cell's gg g - centerline in the * `— A -- "* distribution cell Ax6 . Project: Mark A. Janski 3- bedroom residential mound Page 3 of 9 End Connection Lateral Layout Diagram Laterals centered over the & dimension 0 - Turn -up wdball valve or cleanoutplug P .I All laterals are identical IE x—+ Holes drilled on the bottom of the lateral s equally spaced Force main connection via tee or cross to manifold at any point. Laterals & force main of PVC Sch 40 (per COMM Table 84.30.5) Number of Laterals 2 Orifice Diameter 0.125 in Lateral Diameter 1.50 in Orifice Spacing (X) 2.53 ft Lateral Length (P) 88.55 ft Orifices per Lateral 36 Lateral Spacing (S) 2.50 ft Orifice Density 6.25 W /orifice 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 22.49 ft Forcemain Velocity 3.03 ft/sec Dose Tank Information Locking cover with waming label and locking device and sealed watertight Electrical as per NEC 300 and -�► Comm 16.28 WAC 4 in. min. Disconnect Tank component is properly vented �-- Alternate outlet location Forcemain diameter Wieser Concrete Manufacturer �_ 2 in. Ca aci 646.00 Gallons Volume 17.00 gal /inch A Weep hole or anti - Dimension Inches Gallons B siphon device A 18.21 309.63 C B 2.00 34.00 P um off elevation (ft) C 5.79 98.37 1 87.00 D 12.00 204.00 D Total 1 38.001 646.00 ii D♦ ose tank elevation (ft) 3" Bedding uncTer tank. 86.00 Alarm Manuafacturer I LevelArm Alarm Model Number JDLV Pump Manufacturer JGoulds Pump Model Number IEP05 Pump Must Deliver 29.66 gpm at 22.49 ft TDH Project: Mark A. Janski 3- bedroom residential mound Page 4 of 9 i Mound System Maintenance and Operation Specifications Service Provider's Name Bill Schumaker Phone 715 386 -3121 POWTS Regulator's Name HTCroix County Zonin De 't. 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' 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 3 years Pump and Controls Test once every 3 years Alarm Should test monthl Pressure System Laterals should be flushed and pressure tested every 1.5 ears Mound Inspect for ponding and seepage once every 3 years Other 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: Mark A. Janski 3- bedroom residential mound Page 5 of 9 Mound System Management Plan Pursuant to Comm 83.54, Wis. Adm. Code Hera This system shall be operated in accordance with Comm 82 -84 Wis. Adm. Code, and shall maintained in accordance with its' component manuals ISBD- 10691 -P (N.01101), SSWMP Publication 9.6 (01/81), and Pressure Distribution Component Manual Ver. 2.0 SBD 10706 -P (N. 01 /01)) 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, Slats. The contents of the septic tank shall be disposed of in accordance with NR 113, Wis. Adm. Code. The operating condition of the septic tank and outlet filter shall be assessed at least once every 3 years by inspection. The outlet filter shall be Leaned as necessary to ensure proper operation. The filter cartridge should not be removed unless provisions are made to retain solids in the tank that may slough off the filter when removed from its enclosure. If the filter is equipped with an alarm, the filter shall be serviced if the alarm Is activated continuously. Intermittent filter alarms may indicate surge flows or an Impending continuous alarm. The septic tank shall have its contents removed when the volume of sludge and scum in the tank exceeds 1/3 the liquid volume of the tank. If the contents of the tank are not removed at the time of a triennial assessment, maintenance personnel shall advise the owner of when the next service needs to be 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. 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 5 of this plan for the name and telephone number of your local POWTS regulator and service provider. Pretreatment Units The information and schedule of mananagement and maintenance for pretreatment devices such as aerobic treatment units or disinfection units are attached as separate documents and are considered part of the overall management plan for this system. Project: Page 6 of 9 MGQULDS PUMPS Submersible Effluent Pump 3871 EPO4 EP05 APPLICATIONS • Fully submerged in high ■ EP05 Impeller: Thermoplas- ■ Bearings: Upper and lower Specifically designed for the grade turbine oil for tic enclosed design for heavy duty ball bearing following uses: lubrication and efficient improved performance. construction. heat transfer. ■ Casing and Base: Rugged • Effluent systems thermoplastic design provides AGENCY LISTING • Homes Available for automatic and Farms manual operation. Auto superior strength and corrosion • SP' Canadian standards Association • Heavy duty sump matic models include resistance. • Water transfer Mechanical Float Switch ■ Motor Housing: Cast iron p for efficient heat transfer Goulds Pumps is ISO 9001 Registered. reset at the • Dewatering assembled and factory. strength, and durability. SPECIFICATIONS ■ Motor Cover: Thermoplastic FEATURES cover with integral handle and • Solids handling capability: float switch attachment points. 3 /4" maximum. ■ EPO4 Impeller: Thermoplas- 0 Power Cable: Severe duty • Capacities: up to 60 GPM. tic Semi -open design with rated oil and water resistant. • Total heads: up to 31 feet. pump out vanes for mechanical • Discharge size: 1' /z" NPT. seal protection. • Mechanical seal: carbon - rotary/ceramic - stationary, BUNA -N elastomers. • Temperature: 1041(40 °C) continuous 140 °F (60 ° C) Intermittent. METERS FEET • Fasteners: 300 series 10 + stainless steel. 9 30 � �f - 5GPM • Capable of running dry without damage to 8 4 2 F j components. 7 zs Motor: rJ,hI, _ • EPO4 Single phase: 0.4 HP, 6 20 - 115 or 230 V, 60 Hz, 1550 c RPM, built in overload with o 5 151 automatic reset. 4 • EP05 Single phase: 0.5 HP, o EP05 115 V or 230V, 60 Hz, 1550 3 10; __ l _ . RPM, built in overload with ! EPO4 automatic reset. z • Power cord: 10 foot 5 standard length, 16/3 1 SJTOW with three prong grounding plug. Optional 20 0 0 0 10 20 . _ o. 40 50 GPM foot length, 16/3 SJTW with three prong grounding plug (standard on EP05). 0 z 4 66 8 10 12 m .t.'I.GG' y 4 �•+. .� in:r�Ikwt ,�_ CAPACi r bt. Goulds Pu 2002 Goulds Pumps ITT Industries Effective September, 2002 83871 ��t l�f Yk�k7Fi dh, 16 1715GS44602 AL.WIN EXC INC L MW' Hakim p4mi WIL AND SITE EVALUATION REPORT PACE ez �, in acoord wkb Il. A 03.05. WIS. Adm. Code r im low t win g b• , e40 a 0M h -� 'y'fr r ty► "C. c not Ih m 6a rarlleed and horixenfai r�lf a 112 x 11 Nt4 so ja Wn. Plan must is " , but wl Pmw X". dMotan and &A or dop . sash, <x PARM U1 + w d enedened, Win, and l w0m sand d oWnaa b nowed road. loo S , APP ANY iNFORMAID L 9 RINT ALL INFO b(A ION 8Y QA PROPEMIACATION fr �3C Go* s � 1!4 Met V0 - 1 T Z-S Al 18 E S MAIIJIV(3 AfI0RE6$ LO T I MM # SUBp. NAME OFi CI41Ai o Cl1Y. A1'E C P"* (:R c��co, bc�6�a t 1G�tiur.s .�trvwr t �` - M O M , New CorxURow - use ROOM" ! Number of bedrooms [ I AddW ee*vV wft �. I 1 tiwaowwd P"* 0r eonznerdel desar7>e Godedermeddq►llar —? IIpd Ae°°rmie'�ded wig" laad ra�e.�;�..t1ed, �dl - w�cp,gp� oil ► ►eyiAnod _ bed. � ' � Ma�llnurndr"aign baring r� �6ad, SI � in6aaban surlaoe elerm0cn(n� � �. C !��► rt has r�red to site P� �+bY+�M AdrGionei deei�►1 � � r�.u�� w f *'� �..+t yw►swl 1 �- " o� S>�_ �' � P mNellur -- _ -- ssr -'rte Flood pWn*mfiK ISWC" _ ."!h 11 PNOMMOMM -- �S Du © ®u as �u O iu S DESCRIPTION REPORT I ?AminaM Color Md�s 3trucwra GPD BOW"" ort�on in. ItiAe�r" tau. SL cft Cate Texture ter. Sz. 9h. fkxft U . o�l� 1.gylQ., X12. `." sl � �. �a� w�'�t^• +e,.r� � . S , �, Z �. - �2 1p ..1,1� � b st I ��sb� �nr.'Ft- 4r� '' • S t�lourrd 's stun. I Doob Mdar - 551 r, - dr y yt ,S-bS 1MU'Ti- .y 7 1 0,9 m `�1., • S - L ' r Slow .3 l b • 1 p 'xl� .31 L `_ s� ! '�'�b1t `�' � --- .,�; • C eft 4W 100-S it .. DeP� 3y -( ') , SLtR- 31 — 1 awl TR So.I cr►► � �yR, • x UtO �p" p Art u>< L. We Serer 715-- 425 -0165 tell 3�AI Tee :tie & .lfeei a $erv�ice -P.O. 8a�c 74..aver..8al�s t�I >S40Z2 M °'a` P60 &Val 4 7-M . �_. �715664460� ALWIN E3CC INC PAGE 04 ^ 95,13/2998 96:36 PLOT J)L page 3 o f 3 SCALES all ,?► i X14-1 �- d.2 BM WL 1% L - lit. IAa,+4 "t N 1 Q" 1i#6 3) 9 *4 0 WWO 't'fl I / A��S .. S. -° -�— t (715 Te ephon� o, CST CST e� Date Signed I 2128 Wisconsin Department of Commerce SOIL EVALUATION REPORT Page I of 3 Division of Safety and Buildings U N Accordance with Comm 85, Wis. Adm. Code A.C.E. Soil & Site Evaluations Attach complete site 0 ��t Ida ��pp� size. Plan must County St. Croix include, but not limited chFBhd hdrlfd MOMM), direction and percent slope, scale or dimemsions, north arrow, and location and distance to nearest road. Parcel I.D. 022 - 1005 - 30-400 Please print all Information. Reviewed By Date Personal inbo nation you provide may be used for secondary purposes (Privacy Law, s. 15.04 (1) (m)). Property Owner Property Location Mark A. Janski Govt. Lot SE 1/4 NE 1M S 3 T 28 N R 18 W Property Owner's Mailing Address Lot # Block # Subd. Name or CSM# 326 Wildwood Circle 5 CSM Vol. 13, Pg. 3618 City State Zip Code Phone Number J City __]Village W/ Town Nearest Road Roberts WI 1 54023 1 (612) 599 -9619 Kinnlckinnic 1 1278 Co. Hwy N liel New Construction Use: ✓J Residential / Number of bedrooms 3 Code derived design flow rate 450 GPD _J Replacement J Public or commercial - Describe: Parent material loess over glacial till Flood plain elevation, if applicable Na General comments and recommendations: Site suitable for mound with 6" of sand fill placed on 100.00' contour. D Boring # I Boring 16 Pit Ground Surface elev. 100.01 ft. Depth to limiting factor 42" in. Sod Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots QPD& in. Munsed Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff #1 'Eff#2 1 0 10yr3/3 - none sil 2fsbk mvfr cs 2vf,fm 0.6 0.8 2 11 -20 10yr3/4 none fsl 2fsbk mvfr gw 2vf,fm 0.4 0.8 3 20 -31 10yr4 /4 none scl 2fsbk mvfr cw 1vf,fm 0.4 0.6 4 31-42 10yr4/4 none sicl lmsbk mfr cw 1vf,f 0.2 0.3 5 42 -56 10yr4/4 f1f 7.5yr4/6 sicl 1csbk mfr - - 0.2 0.3 i a Boring # I Boring ✓e Pit Ground Surface elev. 99.13 ft. Depth to limiting factor 36 " in. Sod Application Rate Horizon I Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots _ GPDfft' lo. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 'E #2 1 0 -10 10yr3/3 none sil 2fsbk mvfr cs 2vf,fm 0.6 0.8 2 10 -16 10yr4/4 none sil 2fsbk mvfr gw 2vf,fm 0.6 0.8 3 16-24 7.5yr4/6 none scl 2fsbk mvfr cw lvf,fm 0.4 0.6 4 24-36 7.5yr4/6 none sicl 2msbk mfr cw 1vf,f 0.4 0.6 5 36-45 10yr4/4 f1 f 7.5yr4/6 sicl 1 csbk mfr - - 0.2 0.3 ' Effluent #1 = BOD? 30 < 220 m and TSS >30 1 0 mg /L ' Effluent #2 = BOD < 30 mg/L and TSS < mg /L CST Name (Please Print) Signatu CST Number James K. Thompson 3602 Address A.C.E. Soil & Site Evaluations Date Evaluation Conducted Telephone Number 340 Paulson Lake Lane, Osceola, WI 54020 6/16/2008 715- 248 -7767 Property Owner Mark A. ]anski Parcel ID # 022 - 1005 - 30-400 Page 2 of 3 F3] Boring # J Boring Pit Ground Surface elev. 93.89 ft. Depth to limiting factor 48" in. Sod Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 'Eff#2 1 0 -11 10yt3/2 none sil 2fgr mvfr cs 2vf,fm 0.6 0.8 2 11 -16 10yr4/3 none sil 2fsbk mvfr cw 1vf,fm 0.6 0.8 3 16 -23 7.5yr4/3 none sicl 2fsbk mvfr cw ivf,fm 0.4 0.6 4 23 -38 7.5yr4/4 none sicl 2fsbk mfr cw 1vf,f 0.4 0.6 5 38 -48 10yr414 none sicl 2msbk mfr cw 1vf 0.4 0.6 6 48 -59 10yr4/4 f1 f 7.5yr4/6 sicl 1 csbk mfr - - 0.2 0.3 F-1 Boring # I Boring J Pit Ground Surface efev. ft. Depth to limiting factor in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 'Eff#2 I I F-1 Boring # I Boring J Pit Ground Surface elev. ft. Depth to limiting factor in. Sod Application Rate Horizon Depth Dominant Color Redox Description Texture Stricture Consistence Boundary Roots in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 'Eff#2 Effluent #1 = BOD 5 > 30 < 220 mg/L and TSS >30 < 150 mg/L • Effluent #2 = BOD S30 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 alternate format, please contact the department at 608 -266 -3151 or TTY 608 - 264 -8777. SBD -8330 (R.07 /00) A.C.E. 5011 & Site Evaluations ♦ �Xr's i� g ra de .el e.. cv cod ed Oreo. :5 cAle o' ro P o* PF, % rwS5X a. ,- eq s d;Vws` /Ce. / /. Two�r� 1 �l � d; S�/'i 6c�-(a'on /ct�aia./S a.•t• /•,tX Q�.SS' ��' %''� �' ' T 'c/�'ggc, W Ys "on�'cPS sP n ctd at,t. sa � - � � � - '( /Jc../.l - /ooS 30 -5/ 0 00 �° QQ � ",Std.. �fO i0, ✓.G. �j� ,..o � o�b;��� � ' � ' K d;v Uww �iaP os ed O 0 3 bedroom q�ade cJ - e5ce C&ncrcie uoLP/,av /GSn at bK; /din SPEC. Cor.tbinatlon 3.T. //?C. wV �0 /yLo/t' t� a P�S35cACIjA e e7t O l Cr o-6 b.r P ,- Lied( �o cF ti on Ff& I low Corn (.i e /d 9 ro-st y �n Nuw corn III /d 0 0 ,3aO 4V' o. Q . B.M �: rg oF' /of s fie. E/e ✓. _ //Z 5 6' ��. 3 oF' 3 �Iv . jot Wisconsin Department of Co 212 ,UN 2� sOIL VALUATION REPORT p age 1 of 3 Division of safety and Buildin F h m 85, Wis. Adm. Code A.C.E. Soil & Site Evaluations Attach complete do pla r ins Plan t County include, but not limited to reference BMSt. Croix percent slope, scale or dnorth arrow, and Parcel I Please print all information. Rev By Date 022 -1 5- 00 Personal Wonn Pion you pow& may be used for semidary pins (lacy Law, s. 15.04 (1) (m))• Property Owner Property Location Mark A. Janski Govt. Lot SE 1/4 NE 1 S 3 T 28 N R 18 W Property Owner's Mailing Address Lot # Block # I Subd. Name & CSM# 326 Wikiwood Circle 5 1 CSM Vol. 13, Pg. 3618 City State Zip Code Phone Number _j City J Village 16 Town Nearest Road Roberts WI 1 54023 1 (612) 599 -9619 1 Kinnickiinnic 1 1278 Co. Hwy N td New Construction Use: 01 Residential / Number of bedrooms 3 Code derived design flow rate 450 GPD J Replacement I Public or commercial - Describe: Parent material loess over glacial till Flood plain elevation, If applicable Na General comments and recommendations: Site suitable for mound with 6" of sand fill placed on 100.00' contour. Boring # --I Boring / 16 Pit Ground Surface elev. 100.01 ff. Depth to limiting factor 42 in. Sal Application Rate Horizon Depth Dominant Color Redox Description Texture structure Consistence Boundary Roots in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Efr #1 I *E 1 0-11 10yrW3 none sil 2fsbk mvfr cis 2vf,fm 0.6 0.8 2 11 -20 10yr3/4 none %I 2fsbk mvfr gw 2vf,fm 0.4 0.8 3 20-31 10yr4 /4 none scl 2fsbk mvfr cw 1 vf,fm 0.4 0.6 4 31-42 10yr4/4 none sicl 1 msbk mfr cw 1 vf,f 0.2 0.3 5 42 -56 10yr4/4 f1 f 7.5yr4/6 sicl 1 csbk mfr - - 0.2 0.3 Boring # I Boring ./ lid Pk Ground Surface elev. 99.13 ft. Depth to limiting factor 36 in. Sol Application Rate Horizon Depth Dominant Color Redox Description Texture structure Consistence Boundary Roots GPDKe In. Munseil Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *E 1 0-10 10yr3/3 none sit 2fsbk mvfr cis 2vf,fm 0.6 0.8 2 10 -16 10yr4/4 none sit 2fsbk mvfr gw 2vf,fm 0.6 0.8 3 16-24 7.5yr4/6 none scl 2fsbk mvfr cw 1 vf,fm 0.4 0.6 4 24-36 7.5yr4/6 none sicl 2msbk mfr cw 1 vf,f 0.4 0.6 5 36-45 10yr4/4 fl f 7.5yr4/6 sicl 1 csbk mfr - - 0.2 0.3 * Effluent #1 = BOD 5 > 30 < 220 TL ALand TSS >30 < t 0 mg/L * Effluent #2 = DOD S30 mg/L and TSS <_30 mg/L CST Name (Please Print) Signatu : — CST Number James K. Thompson v.--- 3602 Address A.C.E. Soil & Site Evaluations Date Evaluation Conducted Telephone Number 340 Paulson Lake Lane, Osceola, W154020 6116/2008 715 -248 -7767 P Owner Mark A. ]ansid Parcel ID # 022 - 1005 - 30-400 Page 2 of 3 Boring # - I Boring .� 1 t 1A Pit Ground Surface elev. 93.89 ft. Depth to limiting factor 49' in. Sol Apoi Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots in. Mures Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2 1 0 - 11 10yr3/2 none sit 2f9r mvfr cs 2vf,fm 0.6 0.8 2 11 -16 10yr4/3 none sit 2fsbk mvfr cw 1vf,fm 0.6 0.8 3 16-23 7.5yr4/3 none sicl 2fsbk mvfr cw lvf,fm 0.4 0.6 4 23 -38 7.5yr4/4 none sicl 2fsbk mfr cw lvf,f 0.4 0.6 5 38-48 10yr414 none SO 2msbk mfr cw 1vf 0.4 0.6 6 48-59 10yr4/4 f1f 7.5yr4/6 sicl 1csbk mfr - - 0.2 0.3 Boring # J Boring J Pit Ground Surface elev. ft. Depth to limiting factor in. c Apoication Rate Horizon NO Dominant Color Redox Desix0on Texture Stnx;tum Consistence Boundary Roots QPDAF in. Munsell Qu. Sz. Cont. color Gr. Sz. Sh. *Efr#1 *Eff#2 ❑ Boring # Boring J Pit Ground Surface elev. ft. Depth to limiting factor in. Soil Ada" Rate Horizon Depth Dominant Color Redox DesMoon Texture Stnx tum Consistence Boundary Roots in. Munsell Qu. Sz. Cont Color Gr. Sz. Sh. *Eff#1 *Eff#2 ' Effluent 01 a BOD 30 < 220 mg/L and TSS >30 a 150 mg/L * 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 alternate format, please contact the department at 608- 266-3151 or TTY 608 -254 -8777. S$D -8330 (R07 /00) A.C.E. SOO & 5ft EVahSUM ♦ ♦ y/nde -el P: waded V r�rass� area Co /t ra6s o-r C4 6, e5.0 �/ . /3 .Fatrow Qern ftGld — _ 3W8, Rio oscdrrteunda6,2y. 104.30' 3C'y�elryyS�S /° 9 /02.0: � - -' •- ��' � °� � �� S'x D' d %ys/rSe /Ce //. Two�i� T,2Bif /B�; d;Sfi %b,�1a'on /0.d «a /sa[ /.sLX" O ^ ' at,t. d-/. 4 1 0.12 - /ooS- .90 - Y�C u0 � - ' k J , b = bu.:�d7n9 sewer 9L�.{�u' /Oro /os ed 3 bcdroe., ,U /Pcs %den GC �ara�Q • vLa� radt 9/.93'/ 9 Cer,cr'c.b` uoLP /,ciao /GSo Y ' atbc�: /di SEc. CernbinatTons.T. /P. G. ��o /y�oc' �` r= P� 6Z5 c AC 4 e e t F' /t a a S.T. eV.tft.b N P u)elf A Lc- 1 O fal(aW CtXnli I I i 9 ras�Y , A-) rw4 �a Irow Corn 1C('c /d d� 3 0 0 .m o. ,dry. B.M. Td/-0 /gi 5�e. E/e : / /Z• S6' /� �. 3 of3 FROM :SCHUMAKER PLUMBING FRX tit. : ri)sdt:sizi rug. wo .���• ST. CROUX COUNTY SEPTIC TANK MAINTENANCE AGREEMENT AND OWNpMHW CERTIFICATION FORM Owner/Buyer., Mailing Address _ �o� - 7� Property Address . L a L-j— d lL-- ---_�. ('l''eriftcatiott required from Plarn ing & Zoning (}nputt nt for new construction) City/sute 46" � �� Parcel Identification Number __� i yl � L�- i'1y� 1 r. IMAM UESC j le'f't _ olwl � t . V.. See. , T N R��W, Town of. - — Property Location ___. /• Lett #l_ - Subdivision Certified Survey P NMO # / ( . Volume—i3--.Page # t " � - o ' Warranty Deed # __- ._ _ _ _ .__— Volume _ -- . Page i< Spec house yes Lot lines identifiablemW as EE.'k,#,MAIN'1'ENANCE AND OMER CER'I EICATION ltttproper use rtul mnituerwwe of yore septic system could MWIt in its peemahrre f> lb" to handle wastes. Ptopw c into IniLintanawc twutsiau of pumpirgt out the septic tangy: every ih:eo yea or sooaot, if rnxded, toy a l'imand pantpar• y� P° the system tsar affect the func:►ioa of the septic panic as a treatment $Mv tit the waste disposal system. Owm maintenance respotnibilities we specillcd in §CA%mn $3.52(t) and in Chapter 12 • St Omix CA)MV Sanitary Ordinance. The property owner agrees to submit to 8t. Croix County Planning & Zoning i)ePattmeut a certification form, signal by the owner and by a master plumber, jowneyman pluniw, restricted phmi W of a livened Pumper verifying drat (1) the 00 - site wastewater disposal system is in proper operating condition an&or (2) after iaape Uun and pawing (if no mw), the tank's less than 1 f3 fill of sludge. t/we, the urAersigtted ham read ebe above trelttircme»ts and agree- to maintain the private sewage ddgposal sysww with the suitdarda act forth, herein, as set by tM Daparantnt of CO nvncree and ttre LNpo neat of N -Mural Resources, State of Wuconaffi C'tscufimtiott stau ng thet your septic "dark has been trtitintamed most be completod and returned to the St. Cmix (:mmry Platiztit►F & Zoning Department within 30 days of the three year expiration date. Uwe certify that all statements on this form ace true to the best of ntyiour knowledge. I /we am/are the owner(s) of the pruperty dasc:ribed above, by vi mse of a warranty deed recorded in Register of Deeds Office. Number of ttedrooms A, SIGN ATUIRE OF APPLICANT(S) DATE •"*Any infortwition that is misrepresented way result in the atnitaty pexn - it being revoked by the Planning & 70tiiug ncparttuens. • ". Inc lode with ttis AM,t> Mice a ra:orded wt►ttanty deed *onl the Register of tweeds office and a copy of the certified swvcy map If refetewe is mate in the warranty deed. (REY. 08/ 0S) llllll IIIIIIllll IIIII !1111 II!!I II!! IIIlII III! !II! * 8 5 9 7 5 8 1 State Bar of Wisconsin Form 1 -2003 859755 WARRANTY DEED KATHLEEN H. WALSH REGISTER OF DEEDS Document Number Document Name ST. CROIX CO., WI IL RECEIVED FOR RECORD 09/04/2007 11:45AM THIS DEED, made between Abdul Jabbar Murtar and Shams Egbal Murtar, WARRANTY DEED husband and wife EXEUPT N ( "Grantor," whether one or more), REC FEE: 11.00 and Mark A Janski and Jamie Marie Turner both single pgrsons - TRANS FEE: 397.50 as joint tenants PAGES: 1 ( "Grantee," whether one or more). Grantor, for a valuable consideration, conveys to Grantee the following described real Recording Area estate, together with the rents, profits, fixtures and other appurtenant interests, in St. Croix County, State of Wisconsin ( "Property") (if more space is Name and Retum Address needed, please attach addendum): River valley Abstract &. Title, Inc. Part NE 1/4 of Section 3, Township 28 North, Range 18 1200 Hosford Street, Suite 201 West, St. Croix County, Wisconsin described as follows: Lot j and 6 Hudson, w154016 of Certified Survey Map recorded in Volume 13, Page 3618 as Document File #2695776 No. 599989. 022 - 1005 -30 -400, 022 - 1005 -30 -50 Parcel Identification Number (PIN) This is not homestead property. (is) (is not) Grantor warrants that the title to the Property is good, indefeasible in fee simple and free and clear of encumbrances except: Easements, restrictions and rights -of -way of record, if any. Dated August 31, 2007 (SEAL) (SEAL) * * Abdul Ja / bbar M tar n r (SEAL �G�w. $ (SEAL) * * Shams Egbal Murtar AUTHENTICATION ACKNOWLEDGMENT Signature(s) � STATE OF ILLINOIS ) authenticated on COUNTY ) ss. ��� -��"� N Personally came before me on TITLE: MEMBER STATE BAR OF WISCONSIN the above -named Abdul Jabbaz Murtar and Shams Egbal Murtar (If not, to me known to be the person(s) who executed the fore g o authorized by Wis. Stat. § 706.06) instrument and acknowledged the same. THIS INSTRUMENT DRAFTED BY: Attorney Doug Bed Notary Public, State of Illinois 1200 Hosford Street, Suite 201 Hudson, WI 54016 My Commission (is permanent) (expires: C7. C) (Signatures maybe authenticated or acknowledged. Both are not necessary.) NOTE: THIS IS A STANDARD FORM. ANY MODIFICATIONS TO THIS FORM SHOULD BE CLEARLY IDENTIFIED. WARRANTY DEED m 2003 STATE BAR OF WISCONSIN FORM NO. 1 -2003 * Type name below signatures. 1 of 1 FILE[) '3 MAR 2 4 1999 P KATHLEEN Ii. WALSH f� i Register of Deeds SL Cr* Co, Wl ti CERTIFIED SURVEY MAP Abdul and Shams Murtar Part of the Northeast 1/4 of the Northeast 1/4, the Southeast 1/4 of the Northeast 1/4 and the Southwest 1/4 of the Northeast 1/4, all in Section 3, T 28 N, R 18 W, Town of Kinnickinnic, St. Croix County, Wisconsin Note: An erosion control plan will be required by St. Croix County prior to construction.on these lots. NORTHEAST CORNER SEC. 3,T28 At, R/BW OWNER'S ADDRESS BEARINGS ARE REFERENCED TO THE SOUTH 4345 N ALBANY Sr L INE OF THE NE 114 OF SECTION 3, ASSUMED CHICAGO, IL. 60618 BEARING S87 W. I 4 , s ,Q ME NE 114 - NE //4 io S 7go WEST L 3/ , J`9E- s. nrpp o � % o b 35 i� 6 N 00 /7' 25 'E B5' 6,� i y O � 277.14 �� h � N � 9'�31'35'•ly r so / A��c� j _ J _ y SOUTH L ME NE1 /4 3 d NORTH L /NE SE//4 - NE 1 /4 DRAINAGE SWALE 01. c Y _ 0,45 41 N o (TrP ) 2 ° g e ' LC1 T 4 h � V 7 585 °42 96. /J' O� • q h N i l� y �� H h QI SCAL E /N FEET / 11 e 300` h h t� -4 S 00 12'54 "W M q O Z O 50 100 200 300 500 ` ^ ,� 151.00` L Or 7 o h h VI \O � (Ill ip Zg1 g1 `� 1,380, 276 SO. FT. OR 3/.687 ACRES 3 UNPLATTED o3 (1NCLU0tVG R/W) CI 9 5 y �• \ 5 6 1,307,852S0.FT.OR .024 ACRES 1 1 N L 5 87 °04'32 "W W h (EXCLUDING R/WJ 30 C1I' ` ��� k) JI _ ' a2 • C j . o Lu I ' 215.00' S' V V to � � � � Ci Ci i '� V• O �r � I ed 13M3 /EO'�. W �•: 3 ail �i e� '"'\ 0 2b�O• o 's a v _ r 5 'f9A C MI �1 Z hhO�oao ti v:�2�k_ �i l ^ b ` ,�. a „E /J /0.55'- M .�...- ...►i- ..�.... o -N B6 22'46 �1 O �� ' / v I _ yet A. M 844.96 , ,1 % V85 e� 338.80' - 173. d • ' 3763.87' .' , ---587 0432�W b O WEST //4 CORNER SEC. 3, r28N, R /8W C. 7r H. lV SOUTH LWE N €1/4 SECTION 3 1 EAST 114 CORNER ---5 87p 04 1,W 272.09"_ `�_SEC3,T28N,R /8W-- 32— ---- UNPLATTED LANDS ar 1 C. M. - VOL.9, P. 2670 ,111111/fIIL4 LEGEND ,,.•�sco^/s ��'� o Indicates l X 24 Iron Pipe Set —____ Indicores � • • (Min. Wt. - l. l3 /bs./lin.ft.) Droinoge Eosemenl 30' + ' ap • Indicates /'� Iron Pipe Found Wide /5' On Ei lher Side Z = t_AURE . E':_ rn W U HY' ac • - --X Indicotes Fence !n i s Line. ...,,,., . 713 a. (R= ) Recorded os ( IVEP FALLS,_ ,� Mari OITIlfi iV(3riIl�aSlT1� Ql G1IG1VII11IIG�iST i7�, - [uc uvuLLavaaL 11- va �A.v .....••...� -, and the Southwest 1/4 of the Northeast 1/4, all in Section 3, T 28 N, R 18 W, Town of Kinnickinnic, St. Croix County, Wisconsin DESCRIPTION: That certain parcel of land located in the Northeast 1/4 of the Northeast 1/4, the Southeast 1/4 of the Northeast 1/4 and the Southwest 1/4 of the Northeast 1/4, all in Section 3, T 28 N, R 18 W, Town of Kinnickinnic, St. Croix County, Wisconsin, more fully described as follows: Beginning at the East quarter corner of said Section 3; thence S 87 32" W (assumed bearing on the South line of the Northeast 1/4 of said Section 3) a distance of 1508.22', thence, along the East line of Lot 3 of that Certified Survey Map recorded in Volume 10 of St. Croix County Certified Survey Maps, page 2761, and it's extension thereof, North, 718.36'; thence S 85"39'24" W, 679.86'; thence South, 19.73' to the Northeast corner of Lot 1 of that Certified Survey Map recorded in Volume 9 of St. Croix County Certified Survey Maps, page 2589: thence, along the North line of said Lot 1, S 87 32" W, 429.41' to a point on the West line of the Southwest 1/4 of the Northeast 1/4 of said Section 3; thence, along said West line, North, 627.84'; thence, along the North line of said Southwest 1/4 of the Northeast 1/4, N 87'54' 33" E, 1313.92'; thence, along the West line of the Northeast 1/4 of the Northeast 1/4 of said Section 3, N 00' 17' 25" E, 277.14' to the Southwest corner of Lot 1 of that Certified Survey Map recorded in Volume 9 of St. Croix County Certified Survey Maps, page 2489; thence, along the Southerly line of said Lot 1, S 79 ° 3 P 35" E, 1272.85' (recorded as S 78' 14' 59" E, 1273.07) to a point on the Westerly line of 130th Street; thence, along said Westerly line, S 00 °35' 26" W, 90.56'; thence S 89 34" E, 60.00' to a point on the East line of said Southeast 1/4 of the Northeast 1/4; thence, along said East line, S 00'35'26" W, 1178.71' to the Point of Beginning, containing 2,775,057 square feet or 63.706 acres being subject to an easement for C T.H. 'W' over Southerly p ortions of this parcel, for 130th Street over Easterly portions of this parcel as shown on this map and any other easements of record. GENERAL NOTICE STATEMENT: Note: Each parcel shown on this map is subject to State, County and Township laws, rules and regulations (i.e. wetlands, minimum lot size, access to parcel, etc.). Before purchasing or developing any parcel contact the St. Croix County Zoning Office and the appropriate Town Board for advice. State of Wisconsin) County of Pierce) I, Laurence W. Murphy, Registered Land Surveyor, do hereby certify that by direction of the Owners, Abdul and Shams'Murtar, I have surveyed and divided the lands shown hereon in accordance with official records, Chapter 236.34 of Wisconsin Statutes and the Ordinances of St. Croix County and that this map and description are a true and correct representation thereof. ,0 Dated: January 21, 1999 0� F ; • •• ��% • LAU • NCE' Revised: March 19, 1999 �a ,. % rn W RPHY This Instrument Drafted by Mark W. Peavey 1713 i N RIVE' FALLS,... ALLS,•: • ,444 Q •.........•••CO Vol.13 Page 3618 SHEET 4 OF 4 Wit consin Department of Industry, SOIL AND SITE EVALUATION REPORT Page of 3 M Lalaor and Human Relations iwn of Safety & Buildings in accord with ILHR 83.05, Wi Adm. Code •' COUNTY Attach complete site plan on paper not less than 81/2 x 11 inches in size. Plan must include, but not limited to vertical and horizontal reference point (EIM), direction and % of slope, scale or PARCEL I.D. # dimensioned, north arrow, and location and distance to nearest road. ZZ_ lUU S� APPLI ANT INFO RMATION -PLE SE PRINT ALL INFORMATION REVIEWED BY DAT PROPERTY 16WNER:v V PROPERTY LOCATION s IE ti @OUL D S�IAr'1S t`'lUZTAIZ Gew st-i 1/4 Ner 1/4,S T ZP5 ,N,R 18 E(a PROPERTY OWNERS MAILING ADDRESS LOT # BLOCK # SUBD. NAME OR CSM # Vo I / 3t: (8 L4 3y 5 fv S r S I - C S wt CITY, STATE ZIP CODE PHONE NUMBER []CITY ❑VILLAGE BrOWN NEAREST ROAD C 1} lC' 60 F L 60 61E, 1-Q_ bt4 jU j I C c - T - vt pQ New Construction • Use [K Residential / Number of bedrooms [) Additign to existing buildl'ing [ j Replacement [ [ Public or commercial describe Code derived daily flow ? gpd Recommended design loading rate gi bed , gpd/ft •3 trench, gpolft Absorption area required ? bed, ft ? trench, ft Maximum design loading rate • S bed, gpd/ft - trench, gpd/ft Recommended infiltration surface elevation(s) - To BE 1N fz:0 It (as referred to site plan benchmark) Additional design/ site considerations Z L " OF- S" f=i LA_ , Parent material s t t_r-r Flood plain elevation, if applicable ty A It S = Suitable for system CONVENTIONAL I MOUND IN-GROUND PRESSURE AT -GRADE SYSTEM IN FILL HOLDING TANK U = Unsuitable for stem ❑ S ®U 9S ❑ U ❑ S ®U [I S ®U [IS ®U EIS ® U SOIL DESCRIPTION REPORT Boring # Horizon Depth Dominant Color Mottles Texture Structure Consistence Bourtcl3ry Roots GPD /ft n in. Munsell Qu. Sz. Cont Color Gr. Sz. Sh. Bed ranch ��� I o -lZ LO`1R 3l Z � s l I Z `F w.. -�►- �S - . S . �, ,. t0 `ttZ 316 s e I Z `` t 0 wt`F�. • S - Ground 3 22 -3'r LO`tilz 3�6 - S 11 a' - h lk Y,-9I, cS • 5 . I� elev. q .q, 3 it 1 4 -k-15 Z -S`2 R U 1 _ s > ( CJ 1M`�- CS — ►.�P Z Depth to va V1_ Zt I ), S y R S /b Ny iv C-S 1vP • ?. limiting -, 3 f s 1 fac tor _ 6 SS_bS l0`1 cZ Y 6 - `f ► kI UT� Remarks: Boring # � s i 1 Z`� S �k +�n��. �- S -, • S `` 6 �-" 3Z 1 0 - 1.p`- 18..312. _L 3 1 b -21, 10 Li ft- 31 _ st 1 3`F�a1 r w C Ground elev. - ZQ 1uH 1 00.5 ft Depth to S 3 y -V �{ � • S ` i IZ- 31 � - s � - Ov►� ; ��'� -� �-Sl ` � � y hm6ng b 4 -sY ID 417- z11 -i s Ll tz s/a sal cwt o n ►� "R:, • Z factor a 7 0W% SV-bb -S'� R 3L �t S ( Q� Wf Remarks: CST Name: - Please Print Arthur L. We erer Phone: 715 - 425 -0165 egerer Soil Testing & Design Service -P.O. Box 74 •R.iver..Falls,WI- :-54022 Signature: � Date: CST Number: C � < _ °t 220254 l PROPERTY OWNER H'JM SOIL DESCRIPTION REPORT Page? of 3 PARCELI.D.# 0Z-Z - 1UUS -r0 ; OZ- Z- Loo s -ao ; 62-Z- woS -vo Boring # Horizon Depth Dominant Color Mottles Texture Structure Consistence Bouxlsry Roots GPD /ft in. Munsell Qu. Sz. Cont Color Gr. Sz. Sh. Bed terxh 3 ) 0 -12 1o'-iR 312 — S L` Z`' -S�t2 M1 - eS - Z �Z_ t o `7 tz 3! — st 1 z sbk mf' — cS . S - 6 Ground 3 )°t -3s l04rL- 3L6 (2Z • S � L .. y 3S -(3 10`tfz` L ,S 4 1�.518 s i I cltiv� Ir►1 N�� .Z Depth to limiting i factor s Remarks: Boring # Ground # elev. ; ft. Depth to i limiting factor ' i Remarks: Boring # i I :t i Ground elev. i ft. j Depth to limiting ! factor Remarks: Boring # C i Ground elev. ft. Depth to limiting factor Remarks: Inn nngnrn nr ,., PROPERTY OWNER MU7- 2 SOIL DESCRIPTION REPORT Page? Of 3 PARCELI.D.# o - -10pS -r0 Ozz�LUOS -3p ; �2Z_ �ouS -Yp Boring Horizon Depth Dominant Color Motties Structure GPD /ft in. IViunsell Qu. Sz. Cont Color Gr 9 Texture ure . Sz. Sh. Consistence Boundary Roots Bed Trench 3 l 0 - t2 ZDK� 31z — sib ZT- M�� eS •s •6 Z 1'2 -19 10 `9 R 3/6 S� ZM Sbk h1 ' G$ • 5 . Ground fL 3 ele v . o ft. �{ 3s - LO`LfZ 31L �) z- SIB S i e� Depth to s limiting factor Remarks: Boring # E3 Ground elev. ft. Depth to limiting factor Remarks: Boring # i Ground elev. ft. i Depth to limiting 1 factor Remarks: Boring # C3 Ground 3 elev. ft. Depth to limiting factor Remarks: , nn nonnin , PLOT PLAN Page 3 of 3 SCALE 1"= ' J m L1-bOS B.\! / �CC1 \Z. W1BUhi,�j � �M FFZ J ' 2 1 O VbG!}, 3) K) �°► -1S -S. ( 715 ) 425 -0165_ 14 00576 CST Signature Date Signed Telephone No. CST # I VYisconsin Department of Industry, Of 3 Wtsoo=DumanRelations SOIL AND SITE EVALUATION REPORT Page_ 13irrs(on of Buikrg§ in accord with ILHR 83.05, Wit. Adm. Code COUNTY Attach complete site plan on paper not less than 81/2 x 11 inches in size. Plan must include, but not limited to vertical and horizontal reference point (8K, direction and % of slope, scale or PARCEL I.D.O dimensioned, north arrow, and location and distance to nearest road. o ZZ_ 10U S30 ; a z _ Ipu s - X10 APPLICANT INFORMATION- PLEASE PRINT ALL INFORMATION RB BY DlyT PROPERTY OWNER PROPERTY LOCATION S E r - W l� febU\_ NwD 51i AVls 1 1 1 U7_'T - A2 68VT{A; sw 1/4 NE 1 /4,S 3 T ZS ,N,R Ig E(ar PROPERTY OWNER'S MAILING ADDRESS LOT # I BLOCK # SUBD. NAME OR CSM # 4 2sk, 5 sT . S - c s wt CITY, STATE ZIP CODE PHONE NUMBER ❑CITY ❑VILLAGE grOWN NEAREST ROAD C' ICPtGo, VL 6 o 6l$ C [� New Construction . Use [ Residential / Number of bedrooms [) Addition to wdsting building () Replacement [) Public or commercial describe Code derived daily flow ? gpd Recommended design loading rate gi bed, 9PO • 3 trench. 9Pd Absorption area requited ? bed, 11 ? trench, ft Ma:dmum design loading rate • S bed, 9PdIR trench, 9pdgt Recommended infiltration surface elevations) - Ib $E ZI;rAlz) -ti ►N 1D it (as referred to site plan benchmark) Additional design /site considerations fA k)%J � w / r- N %Kjj y ►yy4 t Z " o 1= S" Fk Lc Parent material s i t._1 - Flood plain elevation, if applicable - N to R S = Suitable for System CONVE nONAL I MOUND MROUND PRESSURE I AT -GRADE SYSTEM IN FILL I HOLDING TANK U= Unsuitable for system 1 ❑ S ® U Eg S ❑ U ❑ S 01.1 IDS ®U ❑ S III U ❑ S o U SOIL DESCRIPTION REPORT Boring # Horizon Depth Dominant Color Mottles Texture Structure Consistence Bmxb3y Roots GPD /ft in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. Bed tench 13 o -1 z L o�12 31 z 1 s i l z` 13 b k PA� e-S Z �Z -LZ l0`�2. '' S11 Zwt.sbk wt�l- �.g � • S •tom Ground 3 z2-3� lA`I tz 3! b s t t 3�abk n��ft- cs • s . elev. Depth to 5 4Gss t0't Z /! 1 .StiR S /P, h1. iv• Cs NP Z limiting factor y ki V t r L� Remarks: Boring # 1 o- 9 1 p `�tQ 31 Z — s ►1 Z`� S�k M�t- e S • S �° 3 3 1 V -2f3 10 �R 31 � st 1 3`�a.a1r yy► •F :, c - S � s �''. °a. S ��.' Ground dev. - Z4 3 t o ` - 1 R 376 1 00-5 g, Depth to - S 3y -�� �•s�t� �1� sl o m v cs T z:' •,. li miting 6 u�lsY to tie II -I -I'S' ti R. S'/?' sue) 0M � �7 / C f 7 i 'y S� S'� R 3 t S 1 0 � Yvl `J`�S- E Remarks: TName•— Please Print Pte' Arthur L. We erer 715 -425 -0165 egcrer S:o.il Testing &­ Design Service - P.O. Box 74 River .Yalls,WI.54022 Signadue: q- l S- S Date: � CST Number (r�6 c 4 PROPERTY OWNER MvZTKjZ SOIL DESCRIPTION REPORT Page? of PARCELI.D. # _ oZ-Z- -lutoS -tt) 1, z 0'z -3o ; r,2.Z_ LAOS - Yo Borin g # Horizon Depth Dominant Color Motfles $tructure GPD /ft In. Munself qu. $z, Cont Color Texture Gr. Sz. Sh. Consistence Y Roots Bed rerxh 3 ) o -�Z 1D `tiL 31 Z — S L� Z`�s�k mph e- S - • s -6 Z �z�tq t o `� R 3!6 si 1 ZM sbk wt�t cs — -S 6 Ground 3 )a -3S l0`iR C e .o ft. y 3s_r, Lf34X YL S �iR S1s si I e� h� Depth to _ limiting ' factor J 35 • , f _ Remarks: Boring # Ground elev. ft. Depth to limiting factor F Remarks: Boring # h i•'.a � Ground elev. _ ft. Depth to limiting factor Remarks: Boring # 13 Ground elev. ft. Depth to limiting factor Remarks: nrl o�•vrfl ,r Page of P LOT P LAN . 3 3 , SCALE L'L►ll3 °— �� Ir 3 . Q.►oo s s, Z � �z. w► ov►.� � � • ELM Wz J 2 - Too :C) Q,v 10 MGI+, 3) y t?-- e-aK w/CM Q7 �1 01 \30 T* ST. (Z15 ) 4 -01 69 14 00 576 CST Signature Date Signed Telephone No. CST # Parcel #: 022 - 1005 -30 -400 04/11/2007 04:49 PM PAGE 1 OF 1 Alt. Parcel #: 3.28.18.35D 022 - TOWN OF KINNICKINNIC Current X ST. CROIX COUNTY, WISCONSIN Creation Date Historical Date Map # Sales Area Application # Permit # Permit Type 00 0 Tax Address: Owner(s): O = Current Owner, C = Current Co -Owner O - MUZTAR, ABDUL J & SHAMS E ABDUL J & SHAMS E MUZTAR 4345 N ALBANY CHICAGO IL 60618 Districts: SC = School SP = Special Property Address(es): * = Primary Type Dist # Description 1278 CTY RD N SC 4893 RIVER FALLS SP 0100 CHIP VALLEY VOTECH Legal Description: Acres: 3.988 Plat: 3618 -CSM 13/3618 SEC 3 T28N R18W S1/2 NE1 /4 BEING LOT 5 Block/Condo Bldg: LOT 5 CSM 13/3618 Tract(s): (Sec- Twn -Rng 401/4 1601/4) 03- 28N -18W Notes: Parcel History: Date Doc # Vol /Page Type 2007 SUMMARY Bill #: Fair Market Value: Assessed with: 0 Valuations: Last Changed: 08/10/2005 Description Class Acres Land Improve Total State Reason RESIDENTIAL G1 3.988 65,000 0 65,000 NO Totals for 2007: General Property 3.988 65,000 0 65,000 Woodland 0.000 0 0 Totals for 2006: General Property 3.988 65,000 0 65,000 Woodland 0.000 0 0 Lottery Credit: Claim Count: 0 Certification Date: 12/29/1997 Batch #: PRGRM Specials: User Special Code Category Amount Special Assessments Special Charges Delinquent Charges Total 0.00 0.00 0.00 T W I UN 2 1 Il-' '9 ST. CROIX COUNTY SURVEYOR'S RECORD CERTIFIED SURVEY MAP Abdul and Shams Murtar Part of the Northeast 1/4 of the Northeast 1/4, the Southeast 1/4 of the Northeast 1/4 and the Southwest 1/4 of the Northeast 1/4, all in Section 3, T 28 N, R 18 W, Town of Kinnickinnic, St. Croix County, Wisconsin NORTNEAsr CORNER SEC. J,TZIN,R /8W OWNER'S ADDRESS s EAR/N6 s ARE REI''ERENCEO TO THE s O V TN 4345 N. ALBANY ST. /NE OF 7NE NE // 4 Of ?fCT /ON J, AS ?f/AIfO CHICAGO, IL. 60618 BEAR /N9 SM- 04 4S" W. j OT YO 9 . AAr,Le`� WES>'LINENE - SE ? �e,. I ° �e N00 °t7"25"E� sae92 3SAf 5 j97 ? sc 277./4 � '� *' * /•• r � N83.28Z9 „E 569.2'3' �46w�• `� / Y.B ? •, �/ • i • /y 82_ 89 , E s 7s • po , ?4 •. 298 70 . F ?69 ./7F\ •lS�10�' _ ooh LOT 4 .1kj h !� a ,,ses °42'29 E ` = •' H N �� sCALEtwreET / "'300' Q 41 S 00 12'S4'w. o so /ao 200 Soo �; x/51•00' .�:.�T, •7 o (3 h� W 4 • e l .o : NPLATTED ` � -- - - -...� - L A OS - s a'e+ x w i gl• . a Q 3cl4el'.` .� \ vl % 09� r �•s co -0 E /00'x: ;� 4+ i/j� 4!1 of A 6� • 30 �t;K bINE M. 6 W Cii Qi p a f~I a �� r72• Sgt c ~. w �l 2 Q 1: v ' -� 97.6/. D H w J• 7 'w 417. I 82' 0' 34..E 4 .. W � OI i 77 •.4' 8 N _ V1 S .....�� ;..... ....- - Noe 22'48 0E /JIO.'.ff'' -- • •� �,� �l 4. 3 38.00 : 3731 AQ o „ N , 1508.22 - -- - S 87 04 32 WES�114 �NISW N N h SEC: 2 T. H. N SOUTH LINE N� t/4 SECS /ON 3 EAST 114 CORNER 272.09 st'c 2s ---' .J, rN ,R/eW— - - - S 8 7 04'32"W '� �--- UNPLATTED LANDS LQT L U VOL. 9, P.1§70, t , % &uu uq , i J • • r LAU CE ep RPHY °C 0 1713 . FQ1VER FALLS,: � . WISC. Q LANO S��•'� , Revised this 19th day of March, 1999." Dated: January 21, 1999 .� T?iis Instrument Drotted by Mark W. Peovey Vol .13 Page 3618 SHEET 3 OF 4 1 r • + r 'i . d [� JUN 2 I SURVEYO S RO D CERTIFIED SURVEY MAP Abdul and Shams Murtar Part of the Northeast 1/4 of the Northeast 1/4, the Southeast 1/4 of the Northeast 1/4 and the Southwest 1/4 of the Northeast 1/4, all in Section 3, T 28 N, R 18 W, Town of Kinnickinnic, St. Croix County, Wisconsin BEAR INGS ARE REFERENCED ro THE SOUTH 'Sppyo.�?8%1 ,r L /NE OF THE NE 114 O J, ASSUMED , SCALE IN FEET / "+JOO' BEAR /NG $87 W. � E WEST L /NE NE 114 - NE // O 50 100 200 500 Soo LANDS ° /7' "E 25 . ' e3 UNP N 277./4 00 , < LATTED ° 4 —' � of NORTH LINE SW /4 -NE /4 N 87 1313.92 w 3 `► s N 5 - 70 +� i LOT 4 N 1,049,502 Sp: Fr OR 24.09J ACRES h�a? /INCLUDING R /W) 3 I, 047,J24 SO- F7. OR 24.045 ACRES C11 (EXCLUDING R/W) Q y S 0 0 ° /P " Q: vl �` 973 S 85 39' 24 * #W 679.86 ` � ��° �'� �� 29 4l' 3 69 UNPLATTED LANDS ' e yg3a� ,tg S87 °W , .587 1 32 "W 215.00 ;fi k \r " e+ IT V .\9� C40i N. % J am vi �i Q= " MI 0 .I 4.) �' ~I QI �• i $ o ;1 OI �1 OI v� SETBACK J) J JI O) -4101 " 2 '46 "ElJI� =--► D E•1 26.7d JJa.ao = JSOl)O in � —587004'32"W 1508.22�---�' f - SO[/TH L /NE NE 114 SEcT lON 3 SEC 3�Tt oO H.RReW - --S 87 °04 32 " W 3763.87 - - � U NPLATTED LANDS L EGEND '1`,`1pNU�urgeele � - - - - -- Indicates / x 24 .. Iron Pipe Set ` %% � w\ \gG NS ? MiA Wf. - /.IJ16S./lin.ft. ��� Vv •�..••••••. • Indicates I "Iron Pipe Found ' • .• 'LAUREN - --x Indicates Fence S m? W M R Y: CC N 1 Recorded as 3- 1 Indicotes County Surveyors MOWM*fit VER FALLS,; i WISC. dow Dated: January 1, 1999 t� • S Y e 0 � LAND •� OBI Revised: March 19, 1999 ,*8408191000% This Instrument Drafted by Mork W. Peavey SHEET 2 OF 4 Vol. 13 Page 3618