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Wisconsin Department of Commerce PRIVATE SEWAGE SYSTEM County: St. Croix Safety and Building Division �. INSPECTION REPORT Sanitary Permit No: 488096 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: Troy Development Corporation I Troy, Town of Gy _ 43 Pr GD 00 CST BM Elev: Insp. BM Elev: BM Description: Section/Town /Range/Map No: l63y, ya (3M I G5T 11.28.19. Z08 TANK INFORMATION ELEVATION DATA TYPE MANUFACTURER CAPACITY STATION BS HI FS ELEV. Septic � /Z Benchmark (� ►8 P,� � . � � b yz .`l � 03'4. 'F a Dosing Alt. BM S� a11z Oo 2, 149. z Aewt+on Bldg. ewer • 2. Alpo, -4 Holding - St /Ht Inlet Q - 77 C,3S S t /Ht Outlet TANK SETBACK INFORMATION TANK TO P/L WELL BLDG. V ent o Air In ROAD Dt In 0 om y mSg. os ep I c 3� � 1 7 5 6 � �rD r � 6 "'' H eader/Man. Z � �� m9 -3o , b r p' 16�014S era ion J D ist. Pipe z _ 35 -46 o Ing Bo t. System Z. 9(p 103. Final Grade PUMP /SIPHON INFORMATION /� 3 5 (641. yS at; M anufacturer TTemancl STU Z GPM .a 1 /610L. o e um er 1 &j 1a 3'I° C o��o�C 3.% I J031 IL nc ion oss ys em mea lv 0• ;?. r -orcemain e i. ,. /6 3. 1 L Z C DIMENSIONS �. / '7 ' Q `— �� ` lu INFORMATION A CHAMBER OR lv UNIT a� ZO Length Dia Z Length Dia Spacing x Pressure Systems Only xx Mound Or At -Grade Systems Only Bed/Trench Center / ` Bed/Trench Edges \ Topsoil 11' 1 1 _ Yes No Yes No COMMENTS: (Include code discrepencies, persons present, etc.) Inspection #1: l-4 / 1 Inspection 2: / / Location: 736 736 Prominence Court Hudson, WI 54016 (SE 1/4 NW 1/4 11j,28N R19W) Hills of Troy Lot 5 AcLJ J Parcel No: 11.28.19. 0� 1.) Alt BM Description = � // 2.) Bldg sewer length - amount of cover I Use other side for additional in lJ � Plan revision Required. Yes No 1) gl] se re te _ - _ -in ors - Si — - - formaton. i- - � -Da -_ .. g SBD -6710 (R.3/97) Safety and Buildi s Division Cnun rr ,, 201 W. Washington A .0. Box 7162 O Madison, WI ? i ���� - 2 San � {fi08 66 - tart' P it Number (to be filled in by Co.) Department of Commerce ~- Sanitary Pe ati n Suite Plan I.D. Number In accord with Comm 83.21, Wis. Adm. Code, personal informatio i you provide T/UQ1lJ S. /6 I ft; iZ KARr9cyZ� sl5.04( OO 7 j maybe used for sec ndary es- i )(m) Project Address (if different than mailing address) �._ __ IYY�1 AA fI�\ 1 E L Application Information - Please lint All Information ST. CROIX COUNTY 73� — �r Property Owner's N ar �J� Block ��� - / ," C � 4#� Lot # Prop erty O er's Mailing Address optio c% -:-c ' 11- Ci ty, State 'Zip Code Phone Number �> Section I �RtL D � — circle II. Type of Building (c eck pply) ' / T � N; R _&E or Zt �1 or 2 Family Dwelling - Number of Bedrooms S Subdivision Name CSM Number ❑ Public/Commercial - Describe Use ❑ State Owned - Describe Use ❑City ❑Vlllage�Township of ll. Type of Permit: (Check only one box on line A. Complete line B if applicable) r 1 A r. New System ys ❑ 'Replacement System ❑ Treatment/Holding Tank Replacement Only ❑Other Modification to Existing System L t3. ❑ Permit Renewal ❑ Permit Revision ❑ Change of ❑ Permit Transfer to New List Previous Permit Number and Date Issued Before Expiration Plumber Owner IV. a Of POWTS S stem: heck all that a I ❑ Non - ,Pressurized.in- Ground Mound > 24 in. of suitable sot ❑ Mound < 24 in, of suitable soil ❑ At- Grade El Single Pass Sand Filter ❑ Constructed Wetland El Pressurized In- Ground ❑ Holding Tank [] Peat Filter El Aerobic Treatment Unit ❑ Recirculating Sand Filter ❑ Recirculating Synthetic Media Filter ❑ Leaching Chamber ❑ Drip Line ❑ Gravel -less Pipe ❑ Other (explain) i V. Dispersal/Trea A rea Information: Design Flo w d) Design Soil Application Rate(gpdst) Dispersal Area Required (sf) Dispersal Area Proposed (sfi) System Elevation VI. T ank Info Capacity in Total Number Manufacturer fab Site Steel Fiber Plastic Gallons Gallons of Units t r� �� �4 _ /CIO o rete Constructed Glass New Existing L_ Tanks Tanks Septic or Holding Tank Aerobic Treatment Unit Dosing Chamber VII. Responsibility Statement- 1, the undersigned, assume responslbili for installation of the POWTS shown on the attached plans. Plumber's Name Print) Plumber's re /MPRS Number Business Phone Number e tiP i1 rS ��� / Plumber's Address (5 eet, City, State, 'Lip Code) I. CoimtODepartment Use Only p� AApprovod El t Fee 0 Dis Sanitary Permi Date Issued Issuing Agent Signature o Stamps) Surcharge F O ee) Ludes Groundwater T Cason for Den ial IX. Conditions of SYSTEM OWNER: 1 Septic tank, effluent filter and 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 81/2 x 11 inches in size SBD -6398 (R. 01103) ' f luld Dynamic p o Can rodnysem Perforranc ��-- -� ./ W h u oma�c Sip hons Introldun tenra ting Siphons The septic 'tank -soil absorption sewage dispcsol Even: longer periods of rest can be achieved by system continues to be an important method of installing two siphons in the dosing tank; the siphons ge a h r the li quid out of the tank into � for single family homes, clusters d isc . of alternately f e field at a time %This is possible because homes and small communiti throughout the United one -half, o th e Po fates and the world. Since no practical substitute for the si are designed to alternate automatically this essential type of disposal system has been level- when two siphons are installed in one tank (see the ► oped, the public interest can best be served by an explanation below). improvement in soil absorption system performance. Applications The Pro blem The primary use of the Automatic Siphon is to dose The leaching field 'is the part of the septic tank leach Fields, sand filters, and other soil absorption disposal system most prone to failure. Failure is char - systems. They may also be used to maintain minimum acterized by a decline in the ability of the soil to water velocities to insure proper scouring action of the ccept tank effluent at the design rate. This leads to liquid in the pipe lines. Alternating siphons are fre- underground pounding and crusting, which in turn quently used to direct effluent flow to different locations. ■ leads to liquid breaking through to the surface of the Fluid Dynamics Siphons, Inc. provides automatic %.Jground. siphons in many different sizes and drawing depths. The Solution We can also provide dual, triple, and quadruple As many engineering studies' and extensive field tests siphon systems. In short, we have the siphon to meet indicate, continuous discharge from the septic tank the needs of your specific system. l oom should be avoided. Continuous discharge causes the Materials of Con struction distribution to be limited to a few areas within the Fluid Dynamic Automatic Siphon is manufactured absorption field resulting in an overloading of the The from chemical resistant materials which are unaffect- infiltrative surface in these areas. In order to maintain the infiltrative capacity of the soil, alternate periods of ed by the fluids found in domestic sewage. They are jC loading and resting of the leaching system should be immune to sewer gases and the sulfuric acid generat provided. An inexpensive and trouble -free method of by completion of the hydrogen sulfide cycle. ► ®achieving this solution is by using a dosing tank The siphon traps and bells are molded, one piece together with an Automatic Dosing Siphon manufac- each, from black high density polyethylene. The vent tured by Fluid Dynamic Siphons, Inc.. piping is constructed from schedule 40 PVC pipe and fittings. The bolts are stainless steel. What the Siphon Does The automatic siphon system stores liquid in a tank until a certain elevation of the liquid is reached (the high water line), then the siphon automatically comes into operation and rapidly drains the tank to the low water line. When the low water line is reached, the siphon shuts off and stops the flow of liquid. All liquid comin i e stored until the high k will aga into the tan w 9 g water line is reached and the siphon repeats the cycle. This is accomplished with no moving parts. The siphon operates on the hydraulic force of the liquid rising in the dosing tank (see explanation below). 'A Study of Methods of Preventing Failure of Septic Tank Percolation Systems' Sanitary Engineering Research Laboratory, University of California, Berkeley. 2 'Dosing and Resting To Improve Soil Absorption Beds American Society of Agricultural Engineers, Paper #73 -256. i Fluid Dynamic Siphons, Inc.. ' Y y� r YV � <f tS�Fp Op eration of Sin le Automatic Slip ons r ��. As liquid fills the dosing tank, the � ro ll : II level of liquid in the tank and inside y.4111' °. , < ■I■ the siphon bell rise at the same rate. (The siphon bell is open at the bottom). The FIGURE 2A FIGURE 2B siphon is vented to the atmosphere through the vent piping. This rising k action continues until the level of the liq- uid reaches the open end of the outside vent pipe (see figures 2a and 2b). Once the liquid reaches the out- side ' vent pipe, it creates an air seal. , As the level of liquid continues to rise in ` {... 6. the tank, the liquid level in the bell con tinues to rise, but at a much slower rate 1 �1 (see figures 2c and 2d). At the same FIGURE 2C FIGUR 2D time, the head of water in the tank exerts pressure on the air trapped,in the top of the bell and the long leg of the trap. The air in the long leg of the trap is forced . towards the invert of the trap (see figures �� r 2c and 2d). t. As the liquid in the tank approach q. I es the high water line (figure 2d), the liquid in the bell will have risen to a level just short of the top of the trap, and the air in the long leg of the trap will have FIGURE 2E t �a , FIGURL 2F descended to the invert of the trap. As the liquid in the tank reachesx�...` the high water line, a volume of air is forced around the invert of the trap F and out through the discharge leg of the siphon. The escaping air relieves the ` �* back pressure within the siphon and the liquid inside of the bell will rush up and �1 fill the siphon trap thereby starting the siphon action (figure 2e). The liquid is drawn out of the FIGURE 2G tank (figures 2e and 2f) until the liq- uid in the tank reaches the bottom of the x. bell. Then the siphon draws air and the siphon action is stopped (see figure 29). <> 4 ;< i Plot Plan for . ills of Troy page 3 01 Town of Troy, &I Croix County, Wisconsin .d ot � I " = 4d ft �.i egul Descrint`ion 0r U,nR�g- i ,�� 2 ft contours P'tiCvs, C,= m = Balckhoe pit QA c,c S� A All - M1 $ S `\ _7 i 3 0�� Safety and Buildings 4003 N KINNEY COULEE RD commerce.wl.gov LA CROSSE WI 54601 -1831 TDD # :.(608) 264 -8777 i s co n s i n www.commerce.wi.gov /sb/ www.wisconsin.gov Department of Commerce Jim Doyle, Governor Mary P. B urke, Secretary March 13, 2006 CUST ID No. 225094 ATTN.- POWTS Inspector MICHAEL P ROGERS ZONING OFFICE ROGERS PLUMBING ST CROIX COUNTY SPIA E4457 HWY 12 1101 CARMICHAEL RD MENOMONIE WI 54751 HUDSON WI 54016 CONDITIONAL APPROVAL PLAN APPROVAL EXPIRES: 03/13/2008 Identification Numbers Transaction ID No. 1246007 SITE: Site ID No. 709929 Troy Development Please refer to both identification numbers, Prominence Court above, in all correspondence with the agenc Town of Troy St Croix County SETA, NWl /4, S11, T28N, R19W Lot: 5, Subdivision: Hills of Troy FOR: Description: Four Bedroom Mound System Object Type: POWTS Component Manual . Regulated Object ID No.: 1063952 Maintenance required; 600 GPD Flow rate; 27 in Soil minimum depth to limiting factor from original grade; System: Mound Component Manual - Version 2.0, SBD- 10691 -P (N.01 /01), Pressure Distribution Component Manual - Version 2.0, SBD- 10706 -P (N.01 101); 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 co; 7(r, t • This system is to be constructed and located in accordance with the enclosed approved plans and with the A PP R component manuals listed above. PEFARTMENTI C �a Of Ti • 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 SEE CORFRE� 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 be made with the designated county official in accordance with the provisions of Sec. 145.20(2)(d), Wis. Stat MICHAFL P ROGERS Page 2 3/13/2006 • Comm 83.22(7) A cojy 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. • . The changes made to this plan on 3/13/06 by this reviewer were acknowledged and approved by the system designer. 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 W SMART.code: 763,3 (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 2 Troy Development —Hills of Troy, Lot 5 -Mound cp Construction Materials and Techniques 1 `' t4� 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 5, Hills of Troy SE' /4,NW' /4, Sec. 11,T28N,R 19W Town: Troy County: St. Croix Date: March 6, 2006 Owner: Troy Development Address: 431 Second St. Hudson, WI 54016 Plumber: Mike Rog s Signature: License: MP 225094 Attachments: SBD -10577 - Plan Approval Application SBD -8330 Page 1: cover on1711v 2: design criteria & calculations 3 - 3: plot plan F 4: system cross section V ED COMMERCe 5: plan view, lateral detail ►NCs 6: pump tank exit detail 'PONDENCE 7: pump curve 8: system management page 1 of 8 Design Criteria Residential Wastewater Contaminant Load: 30 mg/L < BOD < 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 Bedrooms x 100 gat/bedroom/day x 1.5 0--0 gallons/day h ydraulic load Y Design Calculations In situ designed loading rate �.b gallons /sq. ft. per day 1 Depth to estimated high ground water in, Depth to bedrock in. Cross slope at system L % _ k C _ 4 S�3 Force main length ft. of Z in. ko,. 3 Manifold/header length ft. of t/7 in. 0 Drain -back gallons Lateral length @ 3 �-S� ft. of lYz in. Lateral elevation 3 y0 ft. @ bottom of lateral Lateral hole size �� i 31s• o 1 @ in. ( ft.) Spacing holes /lateral 5 Z' holes total Lateral volume 3, g gallons Total lateral discharge rate gallons /minute @ ft. head Network pressure compensation losses o S' ft. Elevation difference Friction loss 0 , Zlo 3 ft• @ gallons /minute Total dynamic head Pum /s CI I phon gpm @ `' ft. of head Manufacturer 4__o a, Model # SZ Dose volume �3 o f gallons Lift/siP'hon tanker 4 - L -- G - , ,.( ��� gallons Septic tank t2J,U gallons Effluent filter o �T o'k Measurement pump on and off S, in. Height alarm from tank bottom \ 6-10 in. Reserve capacity gallons specs.calcs res Page Z of $ '9� � ��� � � � �� ° �� ° o d �� Plot Plan for .mills of troy Page 3 of S Town o. f Troy,. & Croix County Wisconsin .dot 1 .9.7 = 4d ft Legal Desa*p ion I� w� /U �. 2ft. contours RLC(vj -MWA C�--�my M = $aclkh pit Loo I V f 1 S �i�, O 7 4 -0, 11 �C o % � n � /039. 3 «� i i i I � ✓ G O Oil, (� ♦ 0.lo� -- I � 13 1� I 213` y[ f i jo D 4 P VC t. Oe l i�o... �..IL bo jTo�. o f <•L�- f a i q 1, Q-J, A- L w<< 1 1 CL �IIZQj 4 ,- - ) w I l` ` ..-. l s Li oft nn I I Is' t 4 e 4 a.' �dC ( y v «l (,�e e • \ v 6� 42, " �i Qt...\ es .� b o t o•. »• 3 b•� �UL66 - 1 \ I"1 It i rr 4 **A > T TA I WEATHERPROOF L0cKIwG.,COVER JUNCTION 2tvc (</"Olv MJG ABED . QUIC oKN 7 i 6TURUD SO I L_ 24" Z.D, G" o r�wuaLE vE 31 t i^" r p�ROViD. A 31.p" H� dt„ PAL �t�SKET �� BAFFLE 3' o•To MI. PIPE a row+ EC.Tt o ►{b '"'� '�.� � - l V'O � ON — � ,{ G Rou o D C 2 `t q ,q PAP C % C y 6coc�C SEPTIC t SPECIFI'E.ATIOMS DOSE TA,wKs MAWUFACTURlC WLVABER OF DOSES: PER DAz T ^WK 51Z r. GALLOWS DOSE VOLUME 1 "S7 F,aa,�ro IAICLUQIWG 6AGK /LOW: O ( ALARM M IJUFAcrUKER C.A6� ON$ MODEL QUMDCR: CAPACITIES A = 3 \ .o I>JCNCS OR� }Z GALLC)►;$ SWITCH T3PL: w�awr 8 Z IWCHES OR �t 2 C-AL 0k. 5 PUMP r1AIJUFACTURCR: - ' � �� C • S WCHfS OR %0,6 GAL OL�'S MODEL WUMDER; Z D• 9 ' 0 INCHES OR X45''0 8 ;,A,.o�;s JWITCH TYPE; WpTE: PUMP AUO ALARM ARC TO DC MIWI MUM DISCKAR" RAT _GPM WSTALLEO 0►J SEPARATE CIRCu:TS VERTIC ^L DIFFEKEWCE bETWECW PUM► OFF AWO DISTRIDUTIOW PIPE.. S�iZS FEET I I + ' I'UIMUM ►JETWORK SUPPLY PRtSSIJKlE. . . . , . . . . FLET + � FEET OF FORCE MAIW X r / /00 /zFRICTIOW FACTOR FEET a� TOTAL DtIWAMIC. HEAD = F EET • t1 yy IQTERQAI, OIME►J610Wt or TAWK: LEIJ6YH .. ;WIDTH ;LIQUID DEPTH TOTAL DYNAMIC HEAb /CAPACITY HEAD CAPACITY CURVE PER MINUTE aW MODEL 152/153 EFFLUENT AND DEWATERING W MODEL 152 153 50 Feet Meters Gol. Liters Gal. Liters 153 5 1.5 69 261 77 291 12 40 152 1 10 3.1 61 1 231 70 265 0 15 4,6 53 201 61 231 1 = 30 20 6.1 44 167 52 197 v z 8 25 7.6 34 r 129 1 42 1 59 0 30 9.1 23 87 33 25 20 35 10.7 —� - 22 -- K 0 '- 4 40 12.2 -- -- e2 10 Lock V 38.0 FL ( 11. 6 m)144 .0 Fi ('3.4r^;' 01:508 0 i _ 20 40 60 80 100 GALLONS LITERS 0 80 160 240 320 6 1/4 3 27/32 a 5/5—, FLOW PER MINUTE - - - CONSULT FACTORY FOR SPECIAL APPLICATIONS Timed dosing panels available. ® e Y J L • Electrical alternators, for duplex systems, are available and supplied with an alarm. Variable level control switches are available for controlling single phase 1 systems. Double i back variable level fl w' p ggy oats aches are available for variable level long and short cycle controls. II Sealed Qwik -Box available for'outdoor installations. See FM1420. - °- Over 130 °F. (54 °C.) special quotation required. - - 1521153 Series 12 /F _152H53 MODELS Control Selection Model Voits•Ph Mode I Amps Simplex Du lex I ' , N 152 115 1 Non 1 8.5 1 2 or 3 i BN 152152 115 t Auto 8.5 Included 2 or 3 I —� SK2064 E 1 5 2 230 1 Non 4.3 1 2 or 3 - B E 152 230 1 Auto 4.3 Included 2 or 3 N153 1 15 1 Non 10.5 1 2 or 3 B_N 115 1 Auto 10.5 Included 2a3 SELECTION GUIDE _E t 53 T Y30 1 Non 5.3 1 2 or 3 back le 1. Sin l pi g gy back variable level float BE 153 230 1 Auto 5.3 Included 2 or 3 9 p i g gy back variable level float switch or double P 99y switch. Refer to FM0477. O CAUTION 2. See FM0712 for correct model of Electrical Altemator E -Pak. All installation of controls, protection devices and wiring should be done by a qualified 3. Variable level control switch 10-0225 used as a Hiroo activator, i x co , spec (3) licensed electrician. All electrical and safety nodes should be followed including the most ti duple recent National Electric Code (NEC) and the Occupational Safety and Health Act (OSHA). or (4) float system. RESERVE POWERED DESIGN For unusual conditions a reserve safety fa ctor is e into the d esign of every Zoe ll e r pu MAIL TO: P.O. BOX 16347 Louisville, KY 40256 -0341 Manufacturers of . . SHIP T0: 3 649 Cane Run Road o Louisville, KY 40211.1961 Q U4L,,, PuMVS SN�F /9�9 http: / /www.zoeHer.com PUMP L O (502) 778.2731.1(800) 928-PUMP i FAX (502) 774.3524 � © Copyright 2000 Zoeller Co. All rights reserved. I . 3 ' 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, Rogers Plumbing, 715 -235- 1132, 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 installed 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 allows 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 Wisconsin DepartmenL CR L ce 'SOIL EVALUATION REPORT Page I of 3 Division of Safety and in h Comm 85, Wis. Adm. Code County ST. CROIX Attach complete site r not less 1 i s in size. Plan must include, but not limit and horiz p BM , directW an � _ Parcel I.D. (PENDING) percent slope, scale (Atilt[ f�i tio ING OFF do Revie Date Personal information you provide may be used for secondary purposes (Privacy Law, s. 15.04 (1) m)). Property Owner Property Location NORTH DAKOTA STATE UNIVERSITY c/o Leo Beskar Govt. Lot ---- SE 1/4 NW 1/4 S 11 T 28 N R 19 El El Property Owner's Mailing Address L or CSM# Rodli, Beskar, Boles & Krueger SC, 219 N. Main Street Hills of Troy City State Zip Code Phone Number wn Nearest Road River Falls, WI 1 54022 ( 715 425-7281 Coulee Trail 1 Troy New Construction UseE] Residential / Number of bedrooms 4 Code derived design flow rate 600 GPD O Replacement a Public or commercial - Describe: Parent material loess over till Flood Plain elevation if applicable NA ft. General comments Mound System -- 0.75 sand fill -- ll 0.6 loading rate and recommendations: 6 1 3 (If pre - treatment - below ground drip irrigation -- 0.8 loading rate) "f + El Boring . o... {-�,.1. r p, y� Q' Borin g # Q Pit Ground surface elev. 1035.00 q ft Depth to limiting facto in. Z"" " Soil A licatlon Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/fF in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 I *Eff#2 1 0 -4 10YR2 /1 - 1 3fgr ds cs 3vf -co 0.6 0.8 2 4 -24 10YR2 /1 I 2fa &sbk mvfr cs lvf -co 0.6 0.8 3 24 -33 10YR3/3 sil 2fabk 0.8 mfr 1 of -m 0.6 cs 4 33 -38 10YR5/3 - sicl lcsbk mf -- lvf -f 0.4 0.6 Horizon 4 parts to fgr. B Borin # Boring © - �� " ( L 9 1040.03 3`� Pit Ground surface elev. ft. Depth to limiting factor in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD /fF in. Munsell Qu. Sz. Cont. Color Gr. Sz Sh. *Eff#1 I *Eff#2 1 0 -5 10YR2/2 I 3fab ds cs 3vf-co 0.6 0.8 2 5 -13 10YR2 - sil 3fabk ds as 2vf -co 0.6 0.8 3 13 -20 10YR3/3 sil 2f -mabk mfr cs 2vf -co 0.6 0.8 4 20-27 10YR4 /3 c l 2fabk dh ds 2vf -co 0.2 0.3 5 27- -- Isbr * Effluent #1 = BOD > 30 220 mg /L and TSS >30 < 150 mg/L * E #2 = BOD, < 30 mg/L and TSS < 30 mg/L CST Name (Please Print) & I nature D CST Number Ma Jo Hollister a. 224832 Address Date Evaluation Conducted Telephone Number W9875 690th Avenue, River Falls, WI 54022 07- 11 -05 (715) 426 - 1775 Property Owner NDSU (Lot 5) Parcel ID # (Pending) Page 2 of 3 F c� B ohnq # Boring Q Pit Ground surface elev. 1036.11 ft Depth to limiting factor 37 in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/fF in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2 1 0 -5 10YR2 /2 -- 1 3fabk ds cs 3vf -co 0.6 0.8 2 5 -12 10YR2/2 -- I 3fabk mvfr ai 2vf -co 0.6 0.8 3 - 1 OYU 1 -- 1 2f -msbk mvfr cs 2vf -m 0.6 0.8 4 24 -33 IOYR3 /4 -- sil 2fabk mfr cs Ivf - -m 0.6 0.8 5 33 -37 10YR4/3 -- sil if -mabk mfi as lvf - -f 0.4c 0.6 6 37 -42 10YR4/3 fl f IOYR4 /6 sit lcsbk mfi -- -- 0.4c 0.6 F-1 Boring # Boring Pit Ground surface elev. ft. Depth to limiting factor in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/fF in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 I *Eff#2 F-1 Boring # Boring Ground f Pit roun surface el ft Depth limiting f elev. . ept to miting actor in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/fF in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2 * Effluent #1 = BOD > 30 < 220 mg /L and TSS >30 < 150 m /L * Effluent #2 = BOD 30 m /L and TSS < 30 m /L 5 _ _ 9 5 < _ 9 _ mg /L 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- 8330Te t (R.07 /00) ' Plot Plan for dills of Troy Wage 3 of 3 Town of Troy, St. Crobr County, Wi sconsin Lot ,g I" = 40 ft- Legal Description ��y� ©� _ f yot/u. sa c. i I -TzsN, 2 ft. contours R►�w� -rows �-�� = Backhoe pit • ` /� OLO 1 • I � � L � _ POWTS OWNER'S MANUAL MANAGEMENT PLAN FILE INFORMATIO � N SYSTEM SPECIFICATIONS dJwner Septic Tank Capacity OF gat 13 NA Permit # Septic Tank Manufacturer �g, El NA -- EEE] DESIGN P TERS Effluent Filter Manufacturer p NA Number of Bedrooms lUOgpd/bedroom p NA Effluent Filter Model a my ❑ NA Number of Commercial Units NA Pump Tank Capacity o gal ❑ NA Estimated flow (average p gal/day Pump Tank Manufacturer ❑ NA Design flow (peakj, estimated x 1.5* o gaUday Pump Man p NA Pump Model Sail Application Rate gal/day p 'L t3 NA Pretreatment Unit Iufluent(Effluent Quality (NAp) Monthly Average ** b NA Fats, Oil a Grease (FOG) < 30 m O Sand/Gravel Filter [3 Peat Filter P� p Mechanical Aeration Biochemical Oxygen Demand (BODs) 220 m [3 Disinfection Wetland Total Suspended Solids (TSS) g' Manufacturer: t7 Other. S 250 mg/L Model: Pretreated Effluent Quality p Monthly Average * ** Dispersal Cell(s) Biochemical Oxygen Demand (BODs) 0 In- ground (gravity) ❑ in- ground (pressurized) Total Suspended Solids (TSS) 30 mg/L At -grade ' At- ,Mound Fecal Colifonn (geometric mean) 5 30 mg/L 0 Drip -line 0 Other: <l0 + cfu/100m1 C7 Leaching Chamber Manufacturer Maximum Effluent Particle Site 1/8 inch diameter Model Approval Stipulation *Wastewater Flow V cation on an calculations: Soil Application 8ate a Req. � ft (Other than bedroom based) Absorption Area Credit per unit Minimum Number of Chambers ❑ Aggregate Design Flow/Loading Rate= min * * Values typical for domestic (non - commercial wastewater Materials: all materials must comply with WI Aden Code and septic tank effluent. COMM84 and be installed per manufacturers specifications ** *Values typical for pretreated wastewater, and approval letters. DESIGN CRITERIA 13 "Wisconsin At -grade Soil Absorption System, Siting, Design & Construction Manual" (Converse et.a1.1990) M "Wisconsin Mound Soil Absorption System: Siting, Design & Construction Manual' Converse, I.C. and E.I. Tyler. Publication 15.22 ❑ . "Design of Pressure Distribution Networks for Septic Tank -Soil Absorption Systems" Publications 9.6 ❑ "Design of Conventional Soil Absorption Trenches and Beds", R.I.Otis — ASAE Publications 5 -77 and "Design Manual Onsite Wastewater Treatment and Disposal Systems ". EPA 625/1 -80 -012 October 1980 C) SBD — 10570 —P (8.6/99) "At-Grade Component Manual Using Pressure Distribution" C3 SBD - 10567. —P (8.6199) "In Ground Absorption Component Manual" 0 SBD — 10705 -P (N.01 101) "In Ground Soil Absorption Component Manual" Version 2.0 © SBD — 10629 —P (N.6199) "Recirculating Sand Filter System Component Manual" 0 SBD — 10656 -P (N.6199) "Split Bed Recirculating Sand Filter System Component Manual" 13 SBD = IOS72 P QL6/99j "Mound Component Manual" 0 SBD - 10691 - -P (N.01101) "Mound Component Manual' Version 2.0 0 SBD - 10595 —P (8.6199) "Single Pass Saud Filter Component Manual" Cl SBD - 10657 P (8.6/99) "Drip -line Effluent Disposal Component Manual' SBD - 10573 —P (R 6/99) "Pressure Distribution Component Manual" ❑ SBD - 10706 —P (N.01 /01) "Pressure Distribution Component Manual" Version 2.0 r Drip -line Effluent Dispersal Component Manual for Multi -flo Onsite Wastewater Treatment Units ti+ d MAINIINANCE AND MANAGEMENT MAINTENANCE MONITORING SCHEDULE rvlce Event Service Frequency Inspect condition of s) At least once every p months 69-year(s) (Maximum 3 yrs.) Pump out contents of tank(s) When combined sludge ird scum equals one -third (1/3) of tank volume inspect dispersal cell(s) At least once every r ❑ months year(s) (Maximum 3 yrs.) Clean effluent filter At least, once every 0 months iryear(s) Inspect EME pump controls & alarm At least once every ❑ months ear(s) p NA Flush laterals and pressure test At Ieast once every 13 months ye s} p NA Valves At least once every ❑months p year(s) p NA Other: At least once every El months �13 year(s) p NA Page of START UP For new construction, prior to use of the POWTS check treatment tank(s) for the presence of painting products or other chemicals that may impede the treatment process and/or damage the dispersal cell(s). If high concentrations are detected have the contents of the tank(s) removed by a septage servicing operator prior to use. System start up shall not occur when soil conditions are frozen at the infiltrative surface. OPERATION The property owner is responsible for the operation and maintenance of the POWTS and submission of required reports. The quantity and quality of the wastewater stream will affect the performance and longevity of your POWTS. The installation of water - saving appliances and fixtures along with prompt repair of leaks reduces the wastewater volume. Also the brine or waste from water softeners, iron removal units, other clear water treatment devices and foundation drains should be discharged to the ground surface whenever possible. Note: this does not include laundry waste, showers, dishwater, etc. This system is designed to handle domestic strength wastewater, however the disposal of food based greases and oils, vegetable/fruit peels and seeds, bones, and food solids such as those produced by a garbage disposal should be minimized. Toilet tissue is the only paper that should be discharged into the system. Other non - biodegradable items such as baby wipes, tampons, sanitary napkins condoms, cigarette butts, dental floss, and cotton swabs should not enter the system. Chemicals such as petroleum products, paint, disinfectants, pesticides, antibiotics, solvents, etc., should not be flushed into the system as they can seriously damage your POWTS and contaminate your drinking water supply. Maintain a regular steady flow by spreading laundry washing throughout the week. Avoid vehicle traffic over all system components. Compaction of snow over the dispersal unit may cause it to freeze up. Cl Valves Valves shall be operated in the following manner: s Alarms should be tested on a regular basis by the home owner. If an alarm sounds, contact an individual licensed to service POWTS, There is normally a 1 day reserve under regular operating conditions, however water should be conserved until any problems with the system are corrected to prevent back -up of sewage into the dwelling or surfacing. INPECTIONS Inspection shall be made by an individual carrying one of the following licenses or certifications: Master Plumber, Master Plumber Restricted Sewer, POWTS Maintainer or Septage Servicing Operator (per the attached Maintenance Schedule). Septic Tanks Component Tank inspections must include a visual inspection of the tank to identify any missing or broken hardware, identify any cracks or leaks, measure the volume of combined sludge and scum and to check for any backup or ponding of effluent to the ground surface. Access openings used for service or assessment shall be sealed and/or locked upon completion of service. Any defects shall be promptly corrected. Exposed openings greater than ti inches in diameter shall be secured with an effective locking device to prevent accidental or unauthorized entry into the tank. When the combination of sludge and scum in any tank exceeds one -third (1/3) or more of the tank volume, the entire contents of the tank shall be removed by a Septage Servicing Operator and disposed of in accordance with Chapter NR113, Wisconsin Administrative Code. The outlet filter(s) shall be inspected and cleaned to remove any accumulated solids according to manufacturer's specifications. Provisions are to be made to retain solids in the tank. Filter cleaning may be necessary at more frequent intervals than stated in the maintenance schedule to keep the system operating. R amp Chamber/Treatment Tanks Component The inspection must include a test of all electrical equipment such as pumps, alarms and floats. A visual check must be made for leaks, backups, surfacing, missing or broken security devices and other hardware and the condition of the filter. Any service needs or repairs shall be promptly taken care of. E3 In- Ground Gravity Component Dispersal Cells The inspection shall include recording the levels of pondmg, if any in the observation tubes and a visual inspection for any evidence of surface seepage or discharge. Any discharge to the ground surface must be promptly reported to the regulatory authority. Ponding at depths greater than 75% of the height of the component may indicate overloading or impending hydraulic failure necessitating more frequent monitoring. Page of G44emnd, At-Grade, In-Ground Pressure , The inspection shall include recording the levels of ponding, if any in the observation tubes and a visual inspection for any evidence of surface seepage or discharge. Any discharge to the ground surface must be promptly reported to the regulatory authority Ponding greater than 75% of the height of the component may indicate overloading or impending hydraulic failure necessitating more frequent monitoring. The pressure distribution system is provided with an opening at the end of each lateral to be used for flushing. The laterals should btflushed at least once every three (3) years. Pressure checks of systems with multiple laterals should be done to ensure that equal distribution of effluent is occurring to promote the longevity of the system. REPORTS Reports for maintenance, inspection, and monitoring shall be submitted in accordance with COMM 83.55 Wisconsin Administrative Code. ABANDONMENT When the POWTS fails and/or is permanently taken out of service the following steps shall be taken to ensure that the system is properly and safely abandoned in compliance with Ch. COMM 83.33, Wisconsin Administrative Code. - All piping to tasks and pits shall be disconnected and the abandoned pipe openings sealed. - The contents of all tanks and pits shall be removed and properly disposed of by a Septage Servicing Operator. - After pumping, all tanks and pits shall be excavated and removed or their covers removed and the void space filled with soil, gravel or other inert solid material. CONTINGENCY PLAN If the POWTS fails and cannot be repaired the following measures have been, or must be taken, to provide a code compliant replacement system: C3 A suitable replacement area has been evaluated and may be utilized for the location of a replacement soil absorption system. The replacement area should be protected from disturbance and compaction and should not be infringed upon by required setbacks from existing and proposed structure, lot lines and wells. Failure to protect the replacement area will result in the need for a new soil from existing and proposed structure, lot lines and wells. Failure to protect the replacement area will result in the need for a new soil and site evaluation to establish a suitable replacement area Replacement systems must comply with the rules in effect at that time. Ci A suitable replacement area is not available due to setback and/or soil limitations. Barring advances in POWTS technology a holding tank may be installed as a last resort to replace the failed POWTS. 0 The site has not been evaluated to identify a suitable replacement area. Upon failure of the POWTS a soil and site evaluation must be performed to locate a suitable replacement area. If no replacement area is available a holding tank may be installed as a last resort to replace the failed POWTS. Mound and at -grade soil absorption systems may be reconstructed in place following removal of the biomat at the infiltrative surface. Reconstructions of such systems must comply with the rules in effect at that time. < <WARNIN+G>> SEPTIC, PUMP AND OTHER TREATMENT TANKS MAY CONTIAN LETHAL GASSES AND /OR INSUFFICIENT OXYGEN. DO NOT ENTER A SEPTIC, PUMP OR OTHER TREATMENT TANK UNDER ANY CIRCUMSTANCES. DEATH MAY RESULT RESCUE OF A PERSON FROM THE INTERIOR OF A TANK MAY BE DIFFICULT OR IMPOSSIBLE. ADDITIONAL COMMENTS POWTS INS T POWTS MAINTAINER Name v � Phone S / Phone SEPTAGE SERVICING OPERATOR (Pumper) LOCAL REGULATORY AUTHORITY Name Agency Phone Phone K- \WPDATA\FM"WTS OVMM'S MAMAL.doe Page of ST. CROIX COUNTY SEPTIC TANK MAINTENANCE AGREEMENT AND OWNERSHIP CERTIFICATION FORM Owner/Buyer Troy Development Corporation/ Lands ted, LLC Mailing Address 431 Second Street Hudson WI 54016 Property Address P- &All].LAI.a— �3 3 �p (Verification required from Planning & Zoning Department for new construction.) City /State Hudson, WI Parcel Identification Number PENDING LEGAL DESCRIPTION Property Location 1 /4 , 1 /4 , Sec. T _2LN R_Z5� W, Town of Troy Subdivision Hills of Troy , Lot # 5 Certified Survey Map # , Volume , Page # Warranty Deed # R O' ��� `� °� ,Volume ,Page # If Spec house yes no Lot lines identifiable yes no I SYSTEM MAINTENANCE AND OWNER CERTIFICATION 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 Owner maintenance responsibilities are specified in §Comm. 83.52(1) and in Chapter 12 - St. Croix County Sanitary Ordinance. The property owner agrees to submit to St. Croix County Planning & Zoning Department a certification form, signed by the owner and by a master plumber, journeyman plumber, restricted plumber or a licensed pumper verifying that (1) the on -site wastewater disposal system is in proper operating condition and/or (2) after inspection and pumping (if necessary), the septic tank is less than 1/3 full of sludge. Uwe, the undersigned have read the above requirements and agree to maintain the private sewage disposal system with the standards set forth, herein, as set by the Department of Commerce and the Department of Natural Resources, State of Wisconsin. Certification stating that your septic system has been maintained must be completed and returned to the St. Croix County Planning & Zoning Department within 30 days of the three year expiration date. Uwe certify that all statements on this form are true to the best of my /our knowledge. Uwe am/are the owner(s) of the property described above, by virtue of a warranty deed recorded in Register of Deeds Office. Number of bedrooms A IGNAVURE OF APPLICANT(S) DATE * ** revoked b the Planning & Zoning Department * ** Any information that is misrepresented may result in the sanitary permit being y g g p w deed from the Register of Deeds Office and a co of the certified survey Include with this application a recorded arran fr g pY Y map if PP h' reference is made in the warranty deed. (REV. 08105) I I f FEB -09 -2006 15:14 FROM River Valley Abstract TO 3777681 P.02 ,U Z 8 9 5 P 2 5 9 607404 STATE BAR OF WISCONSIN FORM 7- 2000 KATHLEEN H. WALSR Document Number TRUSTEE'S DEED REGISTER OF DEEDS ST. CROIX CO., MI JASON L. WO H 'MAN, ASSOCIATE EXECUTIVE DIRECTOR, RECEIVED FOR RECORD _ - 09/26/2005 10:10AX as Trustee of NORTH DAKOTA STATE UNIVERSITY DEVELOPMENT FOUNDATION AS TRUSTEES DEED TRUSTEE OF THE DAVID ROEKER CHARITASLX REMAINDER UNITRUST EXEWT I for a valuable consideration conveys, without warranty, to TROY REC FEE: 11.00 DEVELOPMENT CORPORATION, A MINNESOTA TRANS FEE: 7086.90 CORPORATION COPY FEE: _ CC FEE: Grantee, the following described real estate in ST. CROIX PAGES: 1 County, State of Wisconsin (if more space is needed, please attach addendum): NW' /. OF THE NE Y4 AND THE NE' /. OF THE NW% OF SECTION 11, TOWNSHIP 28 NORTH, RANGE 19 WEST, ST. CROIX COUNTY, WISCONSIN. Recording Area SW' /. OF THE NE' /s AND SE' /. OF THE NW' /. OF SECTION 11, Name and Return Address TOWNSHIP 28 NORTH, RANGE 19 WEST, ST. CROIX COUNTY, A. BESKAR I'��✓ / Zlp� 0 ��+ WISCONSIN LYING NORTH OF THE TOWN ROAD. R LI BESKAR BOLES & KRUEGER, S.C. 2l NORTH MAIN STREET, PO BOX 138 R FALLS, WI 54022 040 -1047 -30-000 040- 10474W0_ o 0404047 -204W 040- 1047 - 50.000 Parcel Identification Number This is not homestead property, Dated this 22ND day of SEPTEMBER 2005 • • JASON . WORLMAN, ASSOC. EXECUTIVE DI OR Trustee AUTHENTICATION Trustee ACKNOWLEDGMENT Signaturc(s) JASON L. WOHLMAN STATE OF ss. County ) 4LE. his ZZND of ER Personally came before me this day of sermMS 2005 the above named TIT LE: MEMBER STATE BAR OF WISCONSIN (If not, to me known to be the Person(s) who executed the foregoing authorized by § 706.06, Wis. Stets.) instrument and acknowledged the same. THIS INSTRUMENT WAS DRAFTED BY t LEO A. BESKAR RODLI BESKAR BOLES & KRU Notary Public, State of , S.C. (Signatures may be authenticated or acknowl MY Commission is permanent. (If not, state expiration date: edged. Both are not necessary.) , ' Names of persons signing in any capacity must be typed or Printed below their signature. TRUSTEE'S DEED STATE BAR OF WISCONSIN FORM No. 7 - 2000 INFO-PRO (90055 -21)21 www.in roprohxms.00m L FEB -09 -2006 15:15 FROM River Valley Abstract TO 3777681 P.03 8074tztiS U 2 8 9 C J P 2 6 0 KATHLEEN H. WALSH ` REGISTER OF DEEDS ST. CROIX Co., MI RECEIVED FOR RECORD This Deed, made between Leonard J. DesLauriers and 09/26/2005 10 :10Att Margaret A. DesLauriers, husband and wife, Grantors, and Troy WARRANTY DEED Development Corporation, Grantee. EXEMPT • Grantors, for a valuable consideration, convey to Grantee, REC FEE: 11.08 the following described real estate in St. Croix County, State of TRANS FEE: 3754.50 Wisconsin (the "Pro COPY FEE: Party „Y CC FEE PAGES: 1 NEY. of the NEV* of Section 10, Township 28 North, Range 19 West, St. Croix County, Wisconsin, EXCEPT that part lying South of the Town Road; ALSO EXCEPT Certified Survey Map in Recordin Aroa Volume 7, Page 1894 and Certified Survey Map in Volume 16, Name and m um Address Page 4332. NWY. of the NWY. and SW% of the NWY4 of Section 11, Township 28 North, Range 19 West, St. Croix County, Wisconsin, lying North of the Town Road EXCEPT Certified Survey Map in Volume 16, /�- riiTIl ZLi 9�"� 3 Page 4332. 040-1()44- 10480, 040-1047 -80 -100, 040-1047 - 70-050 (Parcel Identiti mtion Numbers) This homestead property. Together with all appurtenant rights, title and interests. Grantors warrant that the title to the Property is good, indefeasible in fee simple and free and clear of encumbrances except: subject to all easements, rights -of -way, covenants, conditions, and restrictions of record, and will warrant and defend the same. Dated this Z2� day of dc� .2005. Roger D. BeverS Notary Public State of Wisconsin (SEAL) z-� ...�.,..� . d��e (SEAL) - t_eonard J. De auriers (SEAL) mktLt 0it•�' Ile 1, . (SEAL) *Marg ret A. DesLauriers AUTHENTICATION Signatures) ACKNOWLEDGMENT STATE OF WISCONSIN ST. CROIX COUNTY authenticated this day of 2005. P y� m afore me this Z- ?4"0 day of Signature rd J. Dest-suriam end MargeretA.DessLaurolerrs m� known to be the persons who executed the foregoing Type or print narne instru t I M&I owledge the same. TITLE: MEMBER STATE BAR OF WISCONSIN (if not Pu K, to rtz of WI os ;rt, suthoed by #706.06. Wis. Stets.) � iss �a � 2_ THIS INSTRUMENT WAS DRAFTED BY C. L. Gaylord Attorney at Law P. O. Box 48 River Falls. WI 54022 (Signatures may authenticated or acknowledged. Both - Names of necessary) are not persons signing In any capaury should W typed or printed glow Moir signatures. r rowwwTwq rwori.a,owu. c[MIA11t room suue. Wu:orkaw ""Masn I -- v- 1J`1J I 1wri R iver vaiiey Hbstract TO 3777681 P.04 V 2895P 261 4SD'740r=3, STATE BAR OF WISCONSIN FORM I •2000 KATHLEEN H. WALSH REGISTER OF DEEDS Docu Number WARRANTY DEED ST. CROIX Co., W1 This Deed, made between RONALD M. HANDLOS and HELEN RECEIVED FOR RECORD G. HANDLOS, husband and wife, 09/26/2885 18; 28AK WARRANTY DEED EXDPT It Grantor, and TROY DEVELOPMENT CORPORATION, A REC FEE: 11. MINNESOTA CORPORATION TRANS FEE: 3294.30 COPY FEE: CC FEE: Grantee. PAGES: i Grantor, for a valuable consideration, conveys to Grantee the following described real estate in ST. CROIX County, State of Wisconsin (the "Property") (if more space is needed, please attach addendum): NE OF THE NE' /. AND THE SE' /. OF THE NE'h OF SECTION 11, TOWNSHIP 28 NORTH, RANGE 19 WEST, ST. CROIX COUNTY, Recording Area WISCONSIN EXCEPT CERTIFIED SURVEY MAP IN VOLUME 9, Name and Return Addres ,,�j�— /� PAGE 2427 AND EXCEPT CERTIFIED SURVEY MAP IN VOLUME EO . BESKAR ' s / ,�7 13, PACE 3629 AND EXCEPT PART TO ST. CROIX COUNTY IN O LI BESKAR BOLES & KRUEG R, S.C. VOLUME 500, PAGE 356. 2 NORTH MAIN STREET, PO BOX 138 R FALLS, WI 54022 040 1 04740o-000 040 - 1047 - 10-000 Parcel Identification Number (PIN) This is not homestead property. Together with all appurtenant rights, title and interests. 09) (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 this 22ND day of SEPTEMBER 2005 ' RON D M. HANDLOS — ' * HELEN G. HANDLOS AUTHENTICATION ACKNOWLEDGMENT Signature(s) RONALD M. HANDLOS and HELEN G. STATE OF HANDLOS ) ss. County ) auth t this 22 kD day of SE Emazit , 2005 Personally came before me this day of the above named •LEO . BESKAR TITLE: MEMBER STATE BAR OF WISCONSIN !� — (If not, to me known to be the person(S) who executed the foregoing authorized by § 706.06, Wis. Slats.) instrument and acknowledged the same. THIS INSTRUMENT WAS DRAFTED BY LEO A. BESKAR Notary Public, State of R R, RODLI BESKAR BOLES & KUEGE S.C. My Commission is permanent. (If not, state expiration date: (Signatures may be authenticated or Acknowledged. Both are not necessary.) ) • Names of persons signing in any capacity must be typed or printed below their signature. WARRANTY DEED STATE BAR OF WISCONSrN FORM No. 1 - 2800 INFO -PRO (800 )655 -2021 www.intoprotorms.com TOTAL P.04