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HomeMy WebLinkAbout040-1163-60-150 Wisconsin Department of Commerce PRIVATE SEWAGE SYSTEM County St. Croix Safety and �3uild'ng yeivision INSPECTION REPORT Sanitary Permit No 506226 Q ` 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: Vocovich, Richard Troy, Town of 040 - 1163 -60 -150 I CST BM Elev: Insp. BM Elev: BM Description: Section/Town /Range /Map No: ( 4 co Vy\ GST 25.28.20.634F05 TANK INFORMATION ; r• ELEVATION DATA TYPE MANUFACTURER CAPACITY STATION ' 6 1S FS ELEV. �h S Septic �►� / Benchmark Dosing ,,� Alt. M '+ ; tip.. C�,, 'q-75 •$ 3 I ppn Bldg. Sewer �i) �ul P� b 5 Z 5 ' ll r Holding St/Ht Inlet /!� �L .rr� M 9 Oi' SUHt Outlet ✓ C� �+ats>,atie�x ' TANK SETBACK INFORMATION TANK TO P/L WELL BLDG. Vent to Air intake ROAD Dt inlet Septic 5 f� ( r Dt Bottom ��•7 g$ Z Z 1 Dosing I ► z I I Header /Man. / 6Z Aeration /y Fj— Dist. Pipe -- i Holding - Bot. System �7 Final Grade L • L� �� • / PUMP /SIPHON INFORMATION J J Manufacturer Demand St Cov0�eff `` / ! $• $3 GCE` GPM (r;1�a� GOJ Model Number Ons 1 TDH Liit _, Friction Loss System H TD i / 3 .7 I Forcemain Lenctin / Dia. Z i t Dist. to Well— SOIL ABSORPTION. SYSTEM r � - BEDlTRENCH Width Length / No. Trenches PIT DIMENSIONS No. Of Pits Inside Dia. Liquid Depth DIMENSIONS 5 qL SETBACK SYSTEM TO P/L JBLDG WELL LAKE /STREAM LEACHING Manufacturer: INFORMATION CHAMBER OR Typ System: �L� 1i7� A- UNIT ModelNurnber DISTRIBUTION SYSTEM x Hole Size x Hole Spacing Ver Air intake Header/Manifold � �/ � �/ / i , J p Di p str�lbution ies) / 7� Z. �/ L S Length Z Dia Length Dia ` r `-✓ Spacing t SOIL COVER x Pressure Systems Only xx Mound Or At -Grade Systems Only Depth Over Depth Over xx Depth of �^'� xx Seeded /Sodded uic Bed /Trench Center / �I 1 13edlTrench Edges \ Topsoil Yes • No Yes No I COMMENTS: (Include code discrepencies persons present, etc.) Inspection #1: 7 / 1 IT ' 6 7 7 Inspection #2:,_ - _/ Location: 245 Glen Circle f River Falls, WI 54022 (NW 1/4 SE 1/4 25 T28N R20W) NA Lot 2 GV►iidra Parcel No: 25.28.20.634F05 � 1.) Alt BM Description = �'-- L t 2.) Bldg sewer length = 3b 5 Pl OTC - amount of cover = Plan revision Required? Yes Use other side for additional information. Date 41nsepctorC's Cert. No. SBD -6710 (R.3/97) .. 1 ►� . �--- -- .o, ti` r Safety and Buildings Division County ) 201 W. Washington Ave., P.O. Box 7162 Ste- Cleo Visconsin Madison, WI 53707 - 7162 Sanitary Permit Number (to be filled in by Co.) Department of Commerce (608) 266 - 3151 I.D. Number I �a.� -� Sanitary Permit Application Plan G In accord with Comm 83.21, Wis. Adm. Code, personal information you p c / 7 - O 7 5 ) Z may be used for secondary purposes Privacy Law, s 15.04(I)(m) Address (if different ton mailing address) . .q I. Application Information — Please Print All Inform 'on u-er gr-Us OX4 2 - 2 Propert weer' Name Parcel # Lot Block # 1 o z Property Owner's Mailing Address 1 1il Property Location _ i� �l�3 5-os City, State Zip Code Phone Num i— �� �'• �tton 2 o Z - cuclepx� II. Type of Building (check all that apply) T N; R -3 W 3 D(e SJ�onti. Subdivision Name CSM Numbe Z El or 2 Family Dwelling - Number of Bedrooms _ I _ ��1 Q y� Q k. ❑ Public /Commercial - Describe Use GZJiJ��T d / , 6 i I t> 7ege) C1 State Owned - Describe Use (] tJ ✓rC vblb `,^ ❑City_ ❑Village Township f C.J Ill. Type of Permit: (Check only one box on line A. Complete line B if applicable) A. New System El Replacement System ❑ Trcatmcnt/Holding Tank Replacement Only [I Other Modification to Existing System B . ❑ Permit Renewal ❑ Permit Revision ❑ Change of ❑ Permit Transfer to New List Previous Permit Number and Date Issued Before Expiration Plumber Owner Ilea IV. Type of POWTS System: O ✓ ,r ❑ Non - Pressurized In -Ground Q 9 Mound > 24 in. of suitable s ❑ Mound < 24 in. of suitable soil ❑ At -Grade ❑ Single Pass Sand Filter ❑ Constructed Wetland ❑ Pressurized In- Ground ❑ Holding Tank ❑ Peat Filter ❑ Aerobic Treatment Unit ❑ Recirculatin Sand Filter ❑ Recirculating Synthetic Media Filter ❑ Leaching Chamber El Drip Line ❑ Gravel -less Pipe ❑ Other (explain) V. Dis ersaVTreatment Area Information: Design Flow (g Design Soil Applicatjon Ratc(gpdsf) Dispersal Area Required (sf) Dispersal Area Proposed (sf) System Elevation . Tank Info Capacity in Total Number Manufacturer Prefab Site Steel Fiber Plastic Gallons Gallons of Units Concrete Constructed Glass New Existing � / y Z4 � / Tanks Tanks t�CJ Septic or Holding Tank J I` r 3 f x Aerobic Treatment Unit < .�., T _ = f Dosing Chamber r x �al ` VII. Responsibility Statement 1, the undersigned, assume responsibility for installation of the POWTS shown on the attached plans. Plumber's Name (Print) Plu bcr's Signature MP/ Numbcr Business Phone Number k oa caw � kK #rA_ I Z2- 1.6" ?jr -7'77- - 32. /f Plumber's rildress (Street, City, State, Zip Code) '5 l 2j$i 2.1_> 'lam L Z 7 d VIII. County/Department Use Only. Approved El t er _ G � ivcri ped Sanitary Pcrmi Fcc (includes Groundwater Datc ssuc Issuing [ Signa a (N mp El Surcharge FA ^ 06 / `/ 7 Reason Denial CJV �i' h IX. Conditions of ApprovaVReasons for Disapproval �. l JdQ� !'e SYSTEM OWNER: 3� Go ti�` � re�� 1 Septic tank, effluent filter and cs~Q, It .A— e 9 ' 1 -✓ dispersal cell must all be serviced / maintained as per management plan provided by plumber. 2. All setback requirements must be maintained as per applicable code /ordinances. Attach complete plans (to the County only) for the system on paper not less than S U2 s 11 inches in size SBD -6398 (R. 01/03) I r � J � s � i P DO T eo vi f l m 9 � � o " r 5 S v el CI r " � 1 r g 6� 13� vi 3 O JO i J 9 d IJ Q,/) 0 y �' N r 5 N Q a o C3 rl 7 _9 a Safety and Buildings commerce.wi. OV 4003 N KINNEY COULEE RD g LA CROSSE WI 54601 -1831 TDD #: (608) 264 -8777 isconsin www.w www.coe.wi.gov/s l Department of Commerce isconsin.gov Jim Doyle, Governor Mary P. Burke, Secretary July 07, 2006 CUST ID No. 226524 ATTN: POWTS Inspector ROGER L TIMM ZONING OFFICE TIMM EXCAVATING ST CROIX COUNTY SPIA 3128 20TH AVE 1101 CARMICHAEL RD WILSON WI 54027 HUDSON WI 54016 CONDITIONAL APPROVAL PLAN APPROVAL EXPIRES: 07/07/2008 Identification Numbers Transaction ID No. 1287512 SITE: Site ID No. 715129 Richard Vocovich Please refer to both identification numbers, 245 Glen Circle above, in all correspondence with the agency. Town of Troy St Croix County NW1 /4, SE1/4, S25, T28N, R20W FOR: Description: Three Bedroom Mound System Object Type: POWTS Component Manual Regulated Object ID No.: 1084789 Maintenance required; 450 GPD Flow rate; 25 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, stats. The following conditions shall be met during construction or installation and prior to occupancy or use: Reminders • This system is to be constructed and located in accordance with the enclosed approved plans and with the component manuals listed above. • Per manual cited above, limited activities are allowed in the area 15 feet down slope of the component area. COH Soil compaction, excavation, vehicular traffic and other similar activities that impact the treatment and dispersal are prohibited. APPF DEP,ARTMEN1 • The pump chosen for the design is at the limits of its capacity. If the total dynamic head is calculated to be NO higher, at the time of construction, a pump that meets or exceeds the system flow will need to be installed. SEE COFRI • 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. I ROGER L TIMM Page 2 7/7/2006 • Inspection of the POWTS 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. Stat • Comm 83.22(7) A copy of the approved plans, specifications and this letter shall be on -site during construction and open to inspection by authorized representatives of the Department, which may include local inspectors. Owner Responsibilities: • Comm 83.52 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 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 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 charlie.bratz @wisconsin.gov cc: Leroy G Jansky, Wastewater Specialist, (715) 726 -2544 Henry F Grote, Certified Soil Testing Richard Vocovich - Mound �D Construction Materials and Techniques D6 All materials must comply with Comm 84 and be installed in accordance with manufacturer's �+ specifications. Construction methods must comply with the following Component Manuals: Mound, SBD- 10691. -P (01/01) Pressure Distribution, SBD - 10706 -P (01/01) Location: Lot 2, CSM 10/2848 NW 1 /4, SE '/4, Sec. 25, T 28 N, R 20 W Town: Troy County: St. Croix Date: June 6, 2006 Owner: Richard Vocovich Address: 12316 Allen Drive Burnesville, MN 55337 Plumber: Roger Timm Signature: License: MPRS 226524 Attachments: SBD -10577 - Plan Approval Application SBD -8330 Page 1: cover 2: design criteria & calculations 3: plot plan 4: system cross section Ol Q 5: plan view, lateral detail 6: pump tank exit detail OF COMAE CE 7: pump curve ' , D DINGS 8: system management = S PONDENC page 1 of 8 Design Criteria Residential Wastewater Contaminant Load: 30 mg/L < BOD5 < 220 mg/L Anticipated septic tank effluent 30 mg/L < TSS < 150mg/L Fecal Coliform > 10,000 cfu/100 mL Fats, oils, grease < 30 mg/L 3 Bedrooms x 100 gal/bedroom/day x 1.5 gallons /day hydraulic load Design Calculations In situ designed loading rate 3s gallons /sq. ft. per day Depth to estimated high ground water in. Depth to bedrock in. Cross slope at system % Force main length 1 ft. of 2 - in. Z Manifold/header length ft. of V/4- in. o - � to Drain -back gallons Lateral length 2 @ �o o ft. of �'/4 in. Lateral elevation s ft. @ bottom of lateral s / Lateral hole size / 3 L in. @ 6 0 '-0 in. ( S, O ft.) Spacing holes /lateral 3 g holes total Lateral volume gallons Total lateral discharge rate 0' Z gallons /minute @ 3 S ft. head Network pressure compensation losses S� ft. Elevation difference 1 ft. Friction loss 3 ft. @ 2-1 gallons /minute Total dynamic head ft. Pump /son 22-- gpm @ 2 ° ft. of head Manufacturer ° ``� s Model # t PO 4 1.31 Dose volume gallons Lift/si'phon tank w ; Q-4 - o C.A gallons Septic tank \ gallons Effluent filter 'A - oD °"/ O Y °n^ do 7 c)% zZ- k4t (1 Measurement pump on and off 5 0 in. Height alarm from tank bottom 1 O in. Reserve capacity gallons specs.calcsses Page Z- of 1 \ ado o � t C.,,L a...� c..••..., ...� �., , eX w . � o � , � ► Rti,-., 3aK Q,\ W avati. t t>O, p� ocAC� SL s Es F: O T N a 0C1c Krh Ky`J�1t �/ \r'�)•I T`�{.� � Gry. \' �f ?-O IBS KA.A �M� Q" 0 i \ I (L r t•. WEATNERPRO,) F LOCKING COVER TUN(_T "h Lt/Ait'N /N6 ( /�BE� , r QVICK DI4C.OVVICT --1 4 Grade, elev. Q," IL I 4 4 PVC sch 1� 40, 3' onto - I � �\ 4" PVC solid ground \ 4`' T.D. II tch 40 2 vent r�a�,uoLE ti b wwkz2 vLD A j 2o ,0 4" PVC �QSYET 3nM J BAFFLE / sch 40, rILV PIIG p AL 3' onto c�rv+EC.Ti orb � �^/ ^ ON _ solid K C ` ground C9 v' C7 v e h c. o aF 17-1-1 4 SV3 Pww C o Ar(,R rr',` FLG'�, b�oC�C StPr,c SPCC IFI'CATI0Q$ 00 5 E __ TAUK: r-,AWUFACTURCR: per day IJUMBER OF DOSES: TA►1K SIZE; \�}"��� GALLOWS .DOSE VOLUME e� ALAR?1 fl%.I UFAC7URCR; S � -� IKICLUDIMG 6ACKFLOW: S b gallons ",ODEL WUkAbEK: 1 e 1-} v CAPACITIES, A= 20,0 3�j Z 11 IuCNfS CR gallons 5WIT TYPE: ` alb �3.5 �. _.._ _ __. IucHES oa C' g allons PUMP - 'AWUFACTURCK: C a � C) INCHES 01 �3 a_ gallons r10DCL iJUM15EK', C ORRESPONDENCE p� INCHES OR lso•V d i gallons MOT _C: PUMP AWO ALARM ARE TO bE MINIMUM DISCKARU RATE GPM INSTALLED OW 5EPARA7E circuits VC0.TICAL DIFFEREIJC[ DETWEEIJ PUMA OFF AWD OISTRIDUTIow PIPE., 1 � FEET + " UM ►JETWORK SUPPLY PKEtSUFLE . , + 13� FEET OF FORCE MAIIJ X 1'O1 F.T,// YI00 jtFKICTIOW FACTOII. FEET � 21 p TOTAL 0 HEAD = 1�b,43( �� t FEET IQTERkJAt^ OIMCW61owj ' Of TAkQK: LEQC,'rH �6 ;WIDTH LIQUID DEPTH 1 aC- V 6 —1 w [q GOULDS PUMPS Submersible Effluent Pump EPO4 a 3871 EP05 APPLICATIONS • Fully submerged in high ■ EP05 Impeller: Thermoplas- ■ Bearings: Upper and lower grade turbine oil for tic enclosed design for heavy duty ball bearing Specifically designed for the lubrication and efficient improved performance. construction. following uses: • Effluent systems heat transfer. ■ Casing and Base: Rugged • Homes Available for automatic and thermoplastic design provides AGENCY LISTING • Farms manual operation. Auto- superior strength and corrosion a Canadian Standards Association Heavy duty sump matic models include resistance. • Water transfer Mechanical Float Switch ■ Motor Housing: Cast iron (CSA listed model numbers end • Dewatering assembled and preset at the for efficient heat transfer, in "F" or "C ".) factory. strength, and durability. SPECIFICATIONS ■ Motor Cover: Thermoplastic Goulds Pumps is I50 9001 Registered. FEATURES cover with integral handle and • Solids handling capability: float switch attachment points, 3 /d' 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'/2" NPT. seal protection. • Mechanical seal: carbon - rotary/ceramic- stationary, BUNA -N elastomers. • Temperature: 104 °F (40°C) continuous 140 °F (60°C) Intermittent. METERS FEET • Fasteners: 300 series to - + stainless steel. 9 30 5 GPM —.. . • Capable of running dry without damage to $ 2.5 FT components. 25 _... !.__.__ -- - 2 Motor: _ • EPO4 Single phase: 0.4 HP, b —_ µ- . ....... . . ... . _ ._._ _ __......_, 115 or 230 V, 60 Hz, 1550 RPM, built in overload with o 5 1 5 ....... .... _ .. ... _ ....... . automatic reset. 4 • EP05 Single phase: 0.5 HP, o EPOS 115 V, 60 Hz, 1550 RPM, 3 10 ........... .......... ._ .._ ........ . _....__ _ _ .. .. . ..................... . ..... _ .. _ built in overload with EPO4 automatic reset. z • Power cord: 10 foot s - standard length, 16/3 1 SJTOW with three prong grounding plug. Optional 20 ° ° o to z 30 ao 50 GPM foot length, 16/3 SJTW with three prong grounding plug (standard on EP05). 0 2 4 6 8 10 12 m /h CA PACITY G oulds Pumps © 2000 Goulds Pumps �- d ITT Industries Effective February, 2000 83871 s System Management Management of this system is critical. As a condition of approval of these plans this system management section must be reviewed with the owner, and the owner must be provided with a complete set of plans including this management section. If problems develop with the adsorption system or any other system components, the installing plumber, Roger Timm, 715- 772 -3214, or the St. Croix County Zoning Office, 715- 386 -4680, should be contacted for assistance. General Proper functioning of an on -site disposal system, "septic system," is significantly dependent on the volume of water which flows into the system and the level of contaminants in that volume. The lower the volume of water and the lower the level of contaminants, the better and longer the system will function. Typical system components include a septic tank or compartment to settle out solids and contain greases and oils, a filter on the outlet of the septic tank to retain small particles of the same density as water, a dose tank or compartment to allow a dose to be accumulated, a pump and controls or automatic siphon, and finally some type of soil adsorption cell to recycle the water in a manner to protect ground water quality and public health. 1. If the septic tank is installed prior to sheet -rock and /or painting, pump the septic tank before normal use begins to ensure adherence to contaminant load design criteria. 2. Install water - saving appliances whenever and wherever possible. 3. Repair even small water leaks as soon as possible. 4. Never pour grease or oil down any drain or stool. 5, Garbage disposals are not recommended; if you must have one, use it sparingly 6. No paper products other than tissue should go into the system. 7. No chemicals should go into the system. 8. Avoid surge flows of water; try to spread laundry throughout the week. 9. Septic tank effluent must be less than or equal to the design criteria specified in page 2 of these plans. 10. If septic or dose tanks are no longer used, they must be properly abandoned. 11. If construction timing and weather could create a frozen infiltration system, weather - proofing with plastic sheeting and heavy mulching may be required to maintain a functional system at start-up. 12. The upslope toe of the mound system must be landscaped with additional fill to blend this area into the upslope natural grade; this will minimize the possibility of the system trapping surface run -off, final settled slope should be 2 -3% over the system or 2 -3% diverting surface run -off around the ends of the system. Maintenance 1. The septic tank must be inspected every three years by a properly licensed person. 2. If necessary, the septic tank must be pumped to remove solids and scum; pumping is required if the combined scum and solids volume equals one third of the tank volume. 3. When the septic tank is pumped, any solids in the bottom of the dose tank must be pumped, and the filter must be back - washed into the septic tank to remove accumulated material. System use may require more frequent filter cleaning; initial inspections of the filter should be made every 6 months until a minimum time sequence is determined. 4. Periodic observation pipe inspections should be made by the owner to examine the state of the in -situ soil adsorption cell. Quarterly inspections are recommended; a licensed plumber should be notified if effluent is consistently ponded in the adsorption cell. 5. If this system contains specific treatment components other than those mentioned here, maintenance requirements will accompany their specifications. 6. The pumping components for this system include an alarm which must be ?nstalled and remain on a separate circuit from the pump. If the alarm is activated, minimize water use and notify a licensed plumber for service as soon as possible. The system al lows reserve capacity to accumulate some necessary flow until normal service can be restored; this volume is minimal, and no more than one or two days should pass before any necessary repairs can be made. 7. Avoid compaction such as vehicle traffic within 15' down -slope of the adsorption system. 8. Avoid disturbing the system itself such that might encourage erosion or disturb the required seeding of the system. 9. Particularly avoid winter traffic such as sliding or snowmobiling which might compact snow and lead to increased frost depth. 10. Surface drainage must be diverted around the system; avoid landscape changes which might send surface run -off into the system area. 11. Warning: Do not enter septic, dose or other treatment tanks; death may result because they may contain lethal gases or insufficient oxygen. Contingency Plan Wastewater monitoring of volume and quality is not a normal requirement for low effluent strength systems; such monitoring may become necessary if problems develop. Any necessary monitoring shall be done in accord with the requirements of Comm 83.54 (2). Pumping and hauling of wastewater may be necessary while analysis and repairs are implemented. Additional testing, designing, and /or installation of additional treatment components or conversion to a holding tank may be necessary. Page 8 of 8 Visconsth ()RIGINAL111A_]LD RECEIVED SOIL EVA6WANIGIIN EPC RT ,JUN 0 1 2006 #2455 Department of Commerce in accordance with Comm 85, Wis. Adm. Code Page 1 of 3 Division of Safety and Buildings I ST. CROIX COUNTY Ce fied Soil Testing, LLC Attach complete site plan on paper not less than 8% x 11 inches in size. Plan must County include, but not limited to: vertical and horizontal reference point (BM), direction and percent slope, scale or dimensions, north arrow, and location and distance to nearest road. Parcel 1. D. 4 - 1163 -60 -150 Please print all information. Reviewed Bjj Dat Personal information you provide may be used for secondary purposes (Privacy Law, s. 15.04 (1) (m)). Property Owner Property Location Vocovich, Richard Govt. Lot NW1 /4, SE1 /4, S25, T28N, R20W Property Owner's Mailing Address Lot # Block # Subd. Name or CSMA 12316 Allen Drive 2 CSM 10/2848 City State Zip Code Phone Number ❑ City [] Village M Town Nearest Road Burnesville MN 1 55337 1 952 - 808 -1788 1 Troy 245 Glen Circle New Construction Use: ® Residential / Number of bedrooms 3 Code derived design flow rate 450 GPD Replacement ❑ Public or commercial - Describe: Parent material loess over limestone Flood plain elevation, if applicable NA ft. General comments install 5' x 912 rock cell mound on 100.0 contour as upslope edge of rock w/ 1.0' sand fill and recommendations: g Boring 1 Boring # Pit Ground surface elev. 99.7 ft. Depth to limiting factor 25 in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD /ft= in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2 1 0 -13 7.5YR 3/2 - sil 2 f -m sbk mvfr cs 1m .6 .8 2 13 -18 7.5YR 4/3 - sil 2 m sbk mvfr gs lm .6 .8 3 18 -25 7.5YR 4/4 - sicl 1 m sb' mvfr cs 1m .2 .3 4 25 -28 LSBR ❑ Boring 2 Boring # X , Pit Ground surface elev. 99.8 ft. Depth to limiting factor 31 ✓ in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD /ft= in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2 1 0 -12 7.5YR 3/2 - sil 2 f sbk mvfr cs 1m .6 .8 1 2 12 -31 10YR 4/4 - sil 2 m sbk mvfr gs im .6 .8 3 31 -42 7.5YR 3/3 f2f 10YR 6/3 sil 1 m sbk mvfr cs 1M .4 .6 i I very occasional gy si coats on peds in H2; H3 grades to sl below about 36" w/ increasing s content * Effluent #1 = BOD 30 < 220 mg /L and TSSf >30 < 150 mg /L * Efflu t - _ mg /L and TSS < 30 mg /L CST Name (Please Print) Sig al: e: CST Number Henry F. Grote 222774 Address Certified Soil Testing, LLC Date Evaluation Conducted Telephone Number E. 4366 353rd Ave. Menomonie, WI 54751 5/24/2006 715- 233 -0398 SBD•8330 (R 07/00) Property Owner Vocovich, Richard Parcel ID # ' fS4n- 1163 -604tC <' Page 2 of 3 T Boring Boring # Pit Ground surface elev. 99.8 ft. Depth to limiting factor 30 in. Soil Application Rat Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD /ft' in. Munsell Qu. Sz. Cont. Cola Gr. Sz. Sh. •Eff #1 'Eff#2 1 0 -13 7.5YR 3/2 - sil 2 f sbki mvfr CS lm .6 .8 2 13 -24 10YR 4/4 - sil 2 m sbk mvfr gs 1M .6 .8 3 24 -30 7.5YR 4/4 - sil 2 m sbk mvfr gs lm .6 .8 4 30 -36 7.5YR 4/4 f2f 10YR 6/3 sicl 1 m -c sbk mvfr - .2 3 I Effluent #1 = BOD > 30 < 220 mg /L and TSS >30 < 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 - 264 -8777. SBD -8330 (R.07 /00) Certified Soil Testing, LLC Property Owner VOCOVich Richard Parcel ID # (4d-1 X63 -60 Page 2 of 3 Boring a Boring # Pit �. .� _ - -- IN Ground surface elev. 99.8 ft. Depth to limiting factor 30 in. Soil Application Rat Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD /ft ' in, Munseli Qu. Sz. Cont. Color Gr. Sz. Sh. `Eff#1 `Eff#2 1 13 -24 0 -13 7.5YR 3/2 - sil 2 f sbki mvfr cs Inn .6 .8 2 j24 -30 10YR 4/4 - sil 2 m sbk mvfr gs 1m .6 8 3 7.5YR 4/4 - Sill m 2 sbk mvfr gs 1m 6 8 4 30 -36 7.5YR 4/4 f2f 10YR 6/3 Sid 1 m -c sbk mvfr - .2 .3 I i I * Effluent #1 = BOD5 > 30 < 220 mg /L and TSS >30 < 150 mg /L * Effluent #2 = BOD < 30 mg /L and TSS < 30 mg /L The Department of Commerce erce is an equal opportunity service rovider and employer. I p f you need assistance to access services or sao real in an alternate format, please contact the department at 608 - 266 -3151 or TTY 608 -2 64 - �• 8777. 8»0 (R.07/00) need mate fi CeR ed Soil Testing, LLC r 0 Q J \ 6 or p0 3 i 50 o Ld 0 V I f J kc fl N ; rj J' f of d r�' 523846 CERTIFIED SUIVEY MAP MICHAEL P. VOCOVICH Part of the Northwest 114 of the Southeast 114 of Section 25, Township 28 North, Range 20 West, Town of Troy, St. Croix County, Wisconsin, being part of Lot 1 of that tp, ca s? r2seyrTepN,rRep °owded in Vol. 7, Page 1939 of St. Croix County Certified E 1/4 COR. SEC. 25. T 2B N. R 20 W. Survey Me /COUNTY SURVEYOR'S wo N.I /COUNTY SURVEYOR'S MON./ y p $, //4 Owner's Address: 2938.5.9 231&.42' 2132 Heath Ave. tp ^ ^ O o Oakdale, MN 55128 ° 66'ROADWAY EASEMENT VOL. 1104 PAGE 173 is "E Coe. NO. 523845 66. 00 - i� �� I SOD- 09'04 "W 68.00' O� GL EN C/9 61� �e LOT/ VOL.7 PA 1 939 b � 6.00' � 290, /3' '-•� 3 S B9 /9 E 356. /3' O HI ; /D0' a ROAD SETBACK LINE ° LOT 2 _ % ° O! 2. 300 ACRES /OB, 902 SO. FT. r / h, J� F O O i O t ` , _. .. .. t� , y1 � ; 1. • � ` i 330. 73' R/ 330. OZ9 Y5.410 3, I N B9. 3/' /9" W 336.13' LO T/, C .S.M . , VO S LOT /,C VOL 7, 1 0 Indicates I" x 24" iron pipe � GE / weighing 1.13 lbs. /lin. ft. set. • Indicates 1" iron pipe found. O Indicates 2*' iron pipe found. R () Indicates previously recorded data. ALL BFAR/NOS REF. TO THE E/W 1/4 LINE OF SEC-Z3, T Z8 N R20W, ASSUMED S 88- ?9'39 "E Dated: August 27, 1994 ,` , t ttttltttl /I� This instrument drafted by Laurence W. Murphy SCALE I "� 100' •••• O 23' 50' /00' /JO' 200' 300' �. LA r' W PHY= o S 1713 a d� RIV FALLS, • i �6► • WISC_ t A N Vol. 10 Page 2848 Certified Survey Maps L � Laurence W. Murphy St. Croix County, Wisconsin. ,; �g4 i �,. gistared Land Surveyor DAMES O'CODINELL SHEET 1 OF 2 �gtstet of Deeds SL Gro1x G0.. WI ST CROIX COUNTY SEPTIC TANK MAINTENANCE AGREEMENT AND OWNERSHIP CERTIFICATION FORM Owner/]Buyer R16aird y% C.h Mailing Address �J �p A U'E X - bk. nS V� l �Q r J53�`1 Property Address G len UrC. �I Le 5 40 . (Verification required from Planning Department for new construction) City/State �R \ �f-,Y Z-O-It S VJF Parcel Identification Number n - t0 A- _6Or S6 LEGAL DESCRIPTION Property Location Sec. �o �, T 02 N -R o d_W, Town of Subdivision , Lot # 2- . Certified Survey Map # r 7 V 1 Of , Volume 9 , Page # Warranty Deed # 5 2 � a FM , Volume � �_, Page # Spec house ❑ yes I)i no Lot lines identifiable,, yes ❑ no SYSTEM MAINTENANCE Improper use and maintenance of your septic system could result in its premature failure to handle wastes. Proper maintenance consists of pumping out the 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 days of the three ear expiration date. SIGNATURE OF APPLICANT DATE OWNER CERTIFICATION 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 property des c ' d above, by virtue of a warranty deed recorded in Register of Deeds Office. S GNATURE OF 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 DOCUMENT NC. WARRANTY DEED THIS SPACE Pr Sr RYEO FOR AEGOPOiNG OA!A 5 4 E; STATE BAR OF WISCONSIN FORM 2 -19&3 �fll►�.F07$ �-- REGISTER'S OFFICE i S :11 7 CROIX Co.. MICHAEL P. VOCOVICH and RUBY J. YOCOVICH, husband and R�cdfbr Roi;p,d s HI {fe, " a'n'd' each each in their pun ri ght and capacity,::_:: I ..' , . ............ . .. ............... ... R D E C 2 8 1994 Grantors _ �; conveys and warrants t .. RICHARD - M. VOCOVICH 10 :00� �., K. M ` Y��• �� .. ........... Gr .. .......... ant ....ee.... . .for $1.00 and other...pood and yaluakle...considerat on ............................ . ...... - ... iRiTURN TOWi11i - am J. Gilbert . ..... ..... .. . 206 Second Street ... ................. .......... • - ' Hudson WI 54016 the following ... . r described real estate in . 6 i ..Cr.9.i.x .....County, ; _rate o ns Iscoin: AI e'w q r Tax Parc`II'T :... v 'Il` 5 - Gd J . Part of the NW of SE; of Section 25, T28N, R20W, and also being part 6f Lot 1 of that Certified Survey Map filed in Vol. 7 of CSMs, Pag@ 1939, Doc. Ne, 434446, in the office of the Register of Deeds for St. Croix County, more fully described as follows: }. Lot 2 of that Certified Survey Map filed November 28, 1994, in Vol. 10 of CSMs, Page 2848, Doc. No. 523846, in the office of the St. Croix F County Register of Deeds. Together with a nonexclusive easement for roadway , v a d utilities as described in the document entitled Nonexclusive Easement dated November 22, 1994, recorded November 28, 1994, in Vol. 1104, Page 173, Doc. Mo. 523845, in the office of the St. Croix County Register of Deeds, subject to the reservations set forth therein, �' s Grantors shall pay the entire real estate taxes for 1994, payable in 1995. If said Lot 2 is not separately assessed and taxed for 1995, the taxes for Lot 1 r shall be prorated by acreage, with Grantee paying 16.3% thereof for said Lot 2 !� and Grantors paying 83.7% thereof for the balance of Lot 1. ry Al\SF a - - is not . o This ... homestead property. ��,r i� >Z •, (is) (is not) t L+� ; J Exception W warranties: Subject to easements, reservations and rests ictions of record, if any. Dated this .......... ... ..... ........... day of ........... ..._._ ....... _. 19. ' �`. •n. --- (SEAL) SEAL ) . .................................................... • P. Vocovich .... ... .... II ..(SEAL) L , x - Rub Vocovich` --- ....... .. AIITHENTICATION ACKNOWLEDGMENT Sig-nature TATE OF WISCONSIN gnayre(s) ._.Mi.cbd.�l,- -.•, -- Vocovich and P I Rub J. Vocovich �fK�tjtc _..........Count . _ . R'..• V au n cp is ..27t 6 r ..ec ber g4 y I t r 19 Personally came before me this ................day of I 19... - - - -- the above Warned +, T, .- • - - W11 am filbert '1 TITLE: MEMBER STATE BAR OF WISCONSIN ................................. (If not . .................................... ............ li , . --------------- --•- --•.._..... authorized by $ 108.08, Wie. Stata.) to me known to be the person ............ who executed they - : (h foregoing instrument and acknowledge the same. II THIS INSTRUMENT WAS DRAFTED By ' t a. W i l.l. �' iam J. Gilbert, Attorne ....................................... - .... ..... . .... . 206 -- Second Street Hudson, WI 54016 •.._... _.... ........................ .. .. . P t Noary Public (Si .............County. Wis. I r' •''! (Signatures may be authenticated or acknowledged. Both My Commission Is .._....._.ent. are not necessary.) g permanent. (If not, state expiration 11 date: 19 •Names of persori sisminy In any capacity should be typed or printed below theirs _ -- _-- _ - - - -- -- —� ; r,, isnatures. STATE HAP, 07 wISCONSIN Wisconsin Legal Blank Co.. Inc. r.t' ' • r� ,. 1 ••� Mily aukee, Wisconsin J Q .'.. •�+` : i Wisconsin Department of Industry, SOIL AND SITE EVALUATION REPORT Page i of 3 Labor end Human Relations D,ivsidn of Safety & Buildings in accord with ILHR 83.05, Wis. Adm. Code 4 COUNTY St. Croix Attach complete site plan on paper not less than 8 1/2 x 11 inches in size. Plan must include, but not limited to vertical and horizontal referen JW; direction ands% of slope, scale or PARCEL I.D. # dimensioned, north arrow, and location ¢.etis artce to nearett.road. d �(j ` 3 - (aQ APPLICANT INFORMATION - PRASE PRINT ALL INFORMATION REVIEWED BY DATE PROPERTY OWNER: PROPERTY LOCATION M-i u l Vocovich G LOT NW 1/4 SE 1/4,S 25 T 28 N,R 20 >FXW W PROPERTY OWNER':S MAILING ADQRESS "' ' LOT # BLOCK # SUBD. NAME OR CSM # A) 1jG� 2132 Heath Ave. 1..... _;; 2 - lot 1 CITY, STATE DE G�k1@hiE'NUMBE ❑VILLAGE MOWN NEAREST ROAD Oakdale, MN 55128', �` �1:?� G n Circle _„ a X] New Construction Use rx] Resi ev i l lulu r f ooms 3 [ ] Addition to existing building -�_... (] Replacement [ J Public or commercial describe Code derived daily Now 45 0 gpd Recommended design loading rate ' bed, gpd /ft ' 6 trench, gpd /ft Absorption area required 900 bed, ft2 750 trench, ft Maximum design loading rate -5 bed, gpd /ft • trench, gpd/ft Recommended infiltration surface elevation(s) 1o1.3 ft (as referred to site plan benchmark) Additional design /site considerations install 5' x 75' rock bed mound on 100.3 conrour as upslope edge of rock w/ 1' sand loess over SS & lime rock NA Parent material Flood plain elevation, if applicable ft S = Suitable for system CONVENTIONAL I MOUND IN- GROUND PRESSURE I AT -GRADE SYSTEM IN FILL I HOLDING TANK U= Unsuitable fors stem El S U S❑ U ❑ S U ❑ S U ❑ S P U EIS U SOIL DESCRIPTION REPORT Boring # Horizon Depth Dominant Color Mottles Texture Structure Consistence Boundary Roots GPD /ft in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. Bed Trendl 1 2 11 -23 10YR 3/4 - sil 3 m sbk mvfr cs 1f /m .5 .6 3 23 -30 10YR 3/4 - sl 3 m sbk mvfr gs if .5 .6 Ground 4 30 -36 10YR 4/3 - sl 3 m sbk mfr cs 1m .5 .6 elev. 5 36 -43 7.5YR 4/3 - sl 3 m sbk mfr cs if .5 .6 96 .7 ft. p s ms mr cs - Depth to limiting 7 56 -60 7.5YR 3/4 - sl 0 m - - - .3 .4 factor 43" Remarks: Boring # 1 0 -9 10YR 3/2 - sil 3 f sbk mvfr cs 2f .5 .6 ....2.... 2 9 -17 10YR 3/4 - sil 3 m sbk mvfr cs if .5 .6 3 17 -33 10YR 4/4 - sil 3 m sbk mfr CIS if .5 .6 4 33 -40 7.5YR 4/4 - sl 3 m -c sbk mfr cs if .5 .6 Ground - - elev. 6 44 -48 7.5YR 3/4 - sl 0 m - as if .3 .4 99.6 ft. 7 48 -56 dense band greater than 50% lime rock Depth to limiting 8 56 -75 mix lime rock wl pockets sand anc si factor 48" Remarks: CST Name:— Please Print Phone: Henry F. Grote - - Address: PO Box 57 Knapp, WI 54749 -0057 Signature: Date: CST Number: 10/16/94 3065 i 1 PROPERTY OWNER Michael Vocovich SOIL DESCRIPTION REPORT Page 2 Of 3 PARCEL I.D. # Boring Horizon Depth Dominant Color Mottles Texture Structure Consistence Boundary Roots GPD /ft g in. Munsell Clu. Sz. Cont. Color Gr. Sz. Sh. Bed Tram 7 c<# - - .•••..... ••• 2 17-11 7.5YR 3/2 - sl 2 m sbk mvfr cs 1m 5 .6 Ground 3 11 -27 7.5YR 313 - sl 2 m abk mfr cs if .5 .6 elev. 101.2 4 27 -37 7.5YR 4/4 - sl 1 m sbk mfr cs 1m .5 .6 Depth to 5 37 -42 7.5YR 3/4 - is 1 c sbk mvfr as 1m .7 .8 limiting factor 6 42 -56 greater than 0% consolidated lie rock wY pockets of s (variable boundar to rock (42 -50) 42" I Remarks: Boring # 1 0 -5 7.5YR 3/2 - sl 2 m cr mvfr cs 2f .5 .6 11 " 2 5 -11 7.5YR 3/2 - sl 2 m sbk mvfr aw if .5 .6 3 11 -23 10YR 4/3 - sl 2 c sbk mfr cs if .5 .6 Ground elev. 4 23 -35 7.5YR 3/4 - is 1 c sbk mvfr cs if .7 .8 99.4 ft. 5 35 -49 7.5YR 3/3 - sl 2 m abk mvfr cs - .5 .6 Depth to limiting 6 49 -54 7.5YR 3/3 f2d 7.5YR 5/3 sl 2 m abk mvfr cs - .5 .6 factor 49" 7 54 -60 greater than FO%consolidated lie rock Remarks: Boring # ti <p F Note soils are suitable for at -grade but limited area favors mound Ground elev. ft. Depth to limiting factor Remarks: Boring # Ground elev. ft. Depth to limiting factor Remarks: SBD- 8330(8.05/92) r nl MI s M 11 V • f � � � J � Y ! • �,A � I 9 LA s J f ? 3 r a e f A o- co � i Z 9 r s g 4 g / I _J .j �X� i f g V •/ d 90 J Wisconsin Department of Industry SOIL AND SITE EVALUATION REPORT Page 1 of 3 Labor and Human Relations Division of Safety & Buildings in accord with ILHR 83.05, Wis. Adm. Code COUNTY St. Croix Attach complete site plan on paper not less than 8l/2 14 inches in size. Plan must include, but not limited to vertical and horizontal reference point (BM), direction and % of slope, scale or PARCEL I.D. # dimensioned, north arrow, and location,and distance to nearest road. APPLICANT INFORMATION P Li . EASE PRINT ALL iINFORMA'TION REVIEWED BY DATE PROPERTY OWNER: -• PROPERTY LOCATION Michael Vocovich i GOVT. LOT NW 1/4 SE 1/4,S 25 T 28 ,N,R 20 W PROPERTY OWNER':S MAILING ADD 3S' F., LOT # I BLOCK # I SUBD. NAME OR CSM # 2132 Heath Ave.'. 2 - lot 1 CSM vol 7 1939 CITY, STATE ZI PHONE UMBER []CITY (]VILLAGE]fOWN NEAREST ROAD Oakdale MN 55128 612 770,7:112,' � d' .,-(•..,_��:.. � ,.• Glen Circl X] New Construction UseXj Residential um r of bedrooms 3 [ ] Addition to existing building j I Replacement [ ] Public or commercial describe Code derived daily flow 450 gpd Recommended design loading rate ' bed, gpd /ft ' trench, gpd/ft Absorption area required 900 bed, ft2 750 trench, ft Maximum design loading rate • bed, gpd /ft2 •6 trench, gpd/ft Recommended infiltration surface elevation(s) 101.3 ft (as referred to site plan benchmark) Additional design / site considerations install 5' x 75' rock bed mound on 100.3 conrour as upslope edge of rock w/ 1' sand Parent material loess over SS & lime rock Flood plain elevation, if applicable NA ft S = Suitable for system CONVENTIONAL I MOUND IN- GROUND PRESSURE I AT -GRADE SYSTEM IN FILL I HOLDING TANK U= Unsuitable fors stem I O S Q XP S O U O S X P U [I S U ❑ S Q U [IS ) Q U SOIL DESCRIPTION REPORT Boring # Horizon Depth Dominant Color Mottles Texture Structure Consistence Botxtdary Roots GPD /ft in. Munsell Clu. Sz. Cont. Color Gr. Sz. Sh. Bed Tw& < <lv - - a:} 1 X - M 2 11 -23 10YR 3/4 - sil 3 m sbk mvfr cs 1f /m .5 .6 sww 3 23 -30 10YR 3/4 - sl 3 m sbk mvfr gs if .5 .6 Ground 4 30 -36 10YR 4/3 - sl 3 m sbk mfr cs 1m .5 .6 elev. 5 36 -43 7.5YR 4/3 - sl 3 m sbk mfr cs if .5 1 .6 96.7 ft, p s ms mr cs .5 - Depth to limiting 7 56 -60 7.5YR 3/4 - sl 0 m - - - .3 .4 factor 43" Remarks: Boring # 1 0 -9 10YR 3/2 - sil 3 f sbk mvfr cs 2f .5 .6 2 9 -17 10YR 3/4 - sil 3 m sbk mvfr cs if .5 .6 f 2 3 17 -33 10YR 4/4 sil 3 m sbk mfr QS if .5 .6 ` y1> 4 33 -40 7.5YR 4/4 - sl 3 m -c sbk mfr cs if .5 .6 Ground r . - elev. L748-56 -48 7.5YR 3/4 - sl 0 m - as if .3 .4 99.6 ft, dense band gr ter than 50% lime rock Depth to limiting - 75 mix lime rock N1 pockets sand anc si factor 48 Remarks: CST Name:— Please Print Phone: Henry F. G rote Address: PO Box 57 Knapp, WI 54749-0057 i Signature: Date: CST Number: 10/16/94 3065 PROPERTY OWNER Michael yocovich SOIL DESCRIPTION REPORT Page 2 of PARCEL I.D. # Depth Dominant Color Mottles Texture Structure Consistence Boundary Roots GPD /ft Boring # Horizon in Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. Bed Trends Gk i i4ti 0- 2 7 -11 7.5YR 3/2 - sl 2 m sbk mvfr cs 1m .5 .6 F2 7-11 7.5YR Ground 3 11 -27 7.5YR 3/3 - sl 2 m abk mfr cs if .5 .6 elev. 101 . 2 ft. 4 27 -37 7.5YR 4/4 - sl 1 m sbk mfr cs 1m .5 .6 Depth to 5 37 -42 7.5YR 3/4 - is 1 c sbk mvfr as 1m .7 .8 limiting factor 6 42 -56 greater than 0% consolidated lie rock w pockets of s (variabl boundar to r ck (42 -50) 42" Remarks: Boring # 1 0 -5 7.5YR 3/2 - sl 2 m cr mvfr cs 2f .5 .6 2 5 -11 7.5YR 3/2 - sl 2 m sbk mvfr aw if .5 .6 :a ?: 3 111-23 10YR 4/3 - sl 2 c sbk mfr cs if .5 i .6 Ground elev. 4 23 -35 7.5YR 3/4 - is 1 c sbk mvfr cs if .7 .8 99.4 ft. 5 35 -49 7.5YR 313 - sl 2 m abk mvfr cs - .5 i .6 Depth to limiting 6 49 -54 7.5YR 3/3 f2d 7.5YR 5/3 sl 2 m abk mvfr cs - .5 .6 factor 49" 7 54 -60 greater than 0% consolidated li e rock Remarks: Boring # kkL N X Note soils are suitable for at -grade but limited area favors mound Ground elev. ft. Depth to limiting factor Remarks: Boring # Ground elev. ft. Depth to limiting factor Remarks: SBD- 8330(R.05/92) v e t � y to ri goi d fi r PA r A A OJ se � N • L � o + J tf �^ JI 91 y E d' i J 0 y ,r af�) ~ 90 � 9 Parcel #: 040 - 1163 -60 -150 07/07/2006 01:53 PM PAGE 1 OF 1 Alt. Parcel #: 25.28.20.634F -05 040 - TOWN OF TROY Current [X_' ST. CROIX COUNTY, WISCONSIN Creation Date Historical Date Map # Sales Area Application # Permit # Permit Type 07/28/2005 00 0 Tax Address: Owner(s): O = Current Owner, C = Current Co -Owner RICHARD M VOCOVICH O - VOCOVICH, RICHARD M 12316 ALLEN DR BURNSVILLE MN 55337 Districts: SC = School SP = Special Property Address(es): * = Primary Type Dist # Description ' 245 GLEN CR SC 4893 SCH D OF RIVER FALLS SP 0100 CHIP VALLEY VOTECH Legal Description: Acres: 2.500 Plat: 2848 -CSM 10/2848 SEC 25 T28N R20W PT NW SE BEING LOT 2 Block/Condo Bldg: LOT 02 CSM 10/2848 (2.50AC) Tract(s): (Sec- Twn -Rng 401/4 1601/4) 25- 28N -20W NW SE Notes: Parcel History: Date Doc # Vol /Page Type 12/07/2004 781905 19/4890 CSM 03/12/2004 756553 2526/212 EZ -1 03/12/2004 756552 2526/211 QC 10/28/2003 744965 2444/202 VAC more 2006 SUMMARY Bill #: Fair Market Value: Assessed with: 0 Valuations: Last Changed: 09/06/2005 Description Class Acres Land Improve Total State Reason RESIDENTIAL G1 2.500 50,000 0 50,000 NO Totals for 2006: General Property 2.500 50,000 0 50,000 Woodland 0.000 0 0 Totals for 2005: General Property 2.500 50,000 0 50,000 Woodland 0.000 0 0 Lottery Credit: Claim Count: 0 Certification Date: Batch #: Specials: User Special Code Category Amount Special Assessments Special Charges Delinquent Charges Total 0.00 0.00 0.00 Parcel #: 040 - 1163 -60 -100 07/07/2006 01:54 PM PAGE 1 OF 1 Alt. Parcel #: 25.28.20.634F 040 - TOWN OF TROY Current [X 1 ST. CROIX COUNTY, WISCONSIN Creation Date Historical Date Map # Sales Area Application # Permit # Permit Type 07/28/2005 00 0 Tax Address: Owner(s): 0 = Current Owner, C = Current Co -Owner RETIRED VOCOVICH O - VOCOVICH, RETIRED Districts: SC = School SP = Special Property Address(es): * = Primary Type Dist # Description SC 4893 SCH D OF RIVER FALLS SP 0100 CHIP VALLEY VOTECH Legal Description: Acres: 6.950 Plat: 0001 - 10/2848 SEC 25 T28N R20W PT NW SE BEING LOT 2 Block/Condo Bldg: LOT 2 CSM 10/2848 ALSO COM W1/4 COR SEC 25;TH S 88 DEG E 3952.62';TH S 00 DEG W Tract(s): (Sec- Twn -Rng 40 1/4 160 1/4) 363.90'POB;TH S 00 DEG W 305.79';TH N 89 25- 28N -20W DEG W 634.28 ;TH N 00 DEG E 305.80 FT;TH S 89 DEG E 635.91'POB Notes: Parcel History: Date Doc # Vol /Page Type 12/07/2004 781905 19/4890 CSM 03/12/2004 756553 2526/212 EZ -1 03/12/2004 756552 2526/211 QC 10/28/2003 744965 2444/202 VAC more 2006 SUMMARY Bill #: Fair Market Value: Assessed with: 0 Valuations: Last Changed: 07/28/2005 Description Class Acres Land Improve Total State Reason Totals for 2006: General Property 0.000 0 0 0 Woodland 0.000 0 0 Totals for 2005: General Property 0.000 0 0 0 Woodland 0.000 0 0 Lottery Credit: Claim Count: 0 Certification Date: Batch #: Specials: User Special Code Category Amount Special Assessments Special Charges Delinquent Charges Total 0.00 0.00 0.00