Loading...
HomeMy WebLinkAbout030-2066-80-000 COMMERCIAL TESTING LABORATORY, INC. 514 Main Street, P.O. Box 526 Colfax, Wisconsin 54730 715- 962 -3121 800 - 962 - 5227 ST. CROIX ZONING REPORT NO.: 19125/01 PAGE 1 ST. CROIX COUNTY REPORT DATE: 3/06/92 COURTHOUSE DATE RECEIVED; 3/05/92 HUDSON, WI 54016 ATTN! THOMAS C. NELSON ,OWNER: Francis V. & Carol Loncar LOCATION: 183 Riverview Acres Rd., Hudson COLLECTOR. M, Jenkins DATE COLLECTED 3 -04 -92 TIME COLLECTED: 2l30pm SOURCE OF SAMPLE. Kitchen faucet DATE ANALYZEDl3 -05 -92 TIME ANALYZEDl1l30pm COLIFORM! 0 /100 ml INTERPRETATION! Bacteriologically SAFE NITRATE -N! 1 ppm Above 10 ppm exceeds the recommended Public Drinking Water Standard. Coliform Bacteria /100 mi Nitrate- Nitrogen, mg /L LAB TECHNICIAN! Pam Gane � \N�EVEN� `a WI Approved Lab No. 19 i Means "LESS THAN" Detectable Level Approved by! ® PROFESSIONAL LABORATORY SERVICES SINCE 1952 ✓l, ST. CROIX COUNTY ZONING OFFICE J 911 4th Street Hudson, WI 54016 i Telephone - (715)386 -4680 The St. Croix Co. Zoning Office offers the service of septic and water inspection to Lending Institution, Realty Firms, and private individuals. COMPLETION OF THIS FORM IS ESSENTIAL SO THAT THE PROPERTY CAN BE LOCATED. Please provide the following information, enclose appropriate fee made payable to ST. CROIX CO. ZONING, and mail, along with form to the above address. Testing will be done as soon as possible after fee and form are received. WATER TESTING -------------------------------- FEE:$ 25.00 (For nitrates and coliform bacteria) WATER TESTING -------------------------------- FEE:$175.00 (VOC'S) SEPTIC SYSTEM INSPECTION --------------------- FEE:$ 25.00 PROPERTY OWNERS NAME: POD C1'VL C4�� PROPERTY OWNERS CITY: ,, Legal Description 1/4, • . 1/4, Sec. , TN -ft W,� Town of $-1- J o S4 ti., , Lot: No. , Subdivision FIRE NO. )'i�3 LOCK BOX NO. Np A2 Color of house _ Realty sign? Al Mg Q _ PLEASE INCLUDE, IF AT ALL POSSIBLE, A HAP, i.e., COPY OF PLAT BOOK, WITH LOCATION SHOWN, AND A COPY OF THE L Testing of residential water requires a sample that is fresh. If the home is vacant, and has been so for some time, the water line must be purged by running the water for several hours before the test can be conducted. WINTER TESTING: Many times water lines are turned off, or sill cocks are turned off, making access to the home necessary. If this is the case, please make proper arrangements with this office to ensure time when entry may be gained. 0 ' Firm or individual requesting services: t zpa S Telephone No. REPORT TO BE SENT TO: nne, 0.Scrr U fro ct1.. :Efrth. 1 a9 y � d s y� 5 aa3 to CLOSI ATE• ZU 9 Signature: I �� K 825 PACE 1.91 GM NT No. STATE BAR OF WISCONSIN FORM 1 - 1982 THIS SPACE RESERVED FOR RLCORDINO DATA j ��29 WARRANTY DEED fi , REGISTER'S' Thi Deed made between ------------------------------ -------- -------------------- $T. CROIX CO R amp. son.,•.. a__ s. ingle _.persan-- --- ------- - - - - -- ` Rec'd for Raq�r i - , Grantor, O CT l l �, r i and - Errant is V:" Zoncar and C "ar "ol" "L: "LoricaY', husband -- wife - "as -- marit al --- su "ry - iv orsfiip .30 - -- - " " " - - - "" at 10 I- - - -- .................... ro ert• - - - - -- t , P y -------- - - - - -- - ....... R 1C ar ......... ....................... --- - - - - -- , Grantee, R�otaa of t> r Witne S th, hat the said Grantor, for a valuable consideration__..._ - - - -- 'I�hom son p -- -._. ralx RETURN TO conveys to Grantee the following described real estate in ._ - ....... County, State of Wisconsin: ! All that part of Government Lot "4" of I Section 35, Township 30 North, Range 20 West, St. Croix County, Wisconsin described Tax Parcel No: .................. ........... J+ as follows, Commencing at SE corner of Section 35- 30 - 20 ; thence' ' N along the E line of said Section 35 for 811.87 feet; thence W ' at right angles bearing N90'00 for 593.64 feet to oint of be ginning of this description; thence S37'4.3'52 "W for 03.96 feet; thence S77' 50 % for 367.4 feet to the Ely shore of Lake St. Croix; thence Nally along the Ely shore of Lake St. Croix for 100.4 feet; j thence N74'47'03 "E for 332.93 feet; thence N43'03 "E for 423.89 feet to the centerline of the 66 foot roadway; thence SEly along said centerline of the roadway for 100 feet to point of beginning. II Subject to a roadway easement over the Nly 33 feet of the above: description, also subject to easements, covenants and restrictions of record and together with right of access to the St. Croix Beach and the right of use of said beach. Together with an easement over a 66 foot roadway over all that land I described in Exhibit "A" attached to the Warranty Deed to Howard J. Conn recorded January 11, 1968 in Vol. 439, page 461, Doc. No. 291105 II By acceptance of this deed, the grantee, his heirs, successors and assigns shall become members of Riverview Acres Homeowner's Assoeiati n, This ______ls..._..._-_"_.___. homestead property Inc., and shall be subject to the rules (is) (is not) regulations, and bylaws of said corpor- Togeth wit all n sin a the at pursuant to fg Bement recorded i cditamenta an appurt antes t ereunto be o mg; 5 page ,ic iarc� �. lbmps m. Vol. 20, a And -- warrants that the title is good, indefeasible in fee simple and free and clear of encumbrances except 33 #3 easements, restrictions and rights -of -way of record, if any, and will warrant and defend the same. Dated this -- -- - - -- --- •---- - - - --- day of ----------- 0_Gt_Ob2X'- - - - - -- - (SEAL) (SEAL) ` . AL) (� * ----- - - - - -- ------------------- -- - - -' d Richard A. Thompson -------- - - - - -- ................................................... k -------- - - - - -- -(SEAL) ------------------------ --------------------- "- .................... (SEAL) • - - - -- AUTHENTICATION ACKNOWLEDGMENT Signature(s) _._Richard A. Thompson -------------------------- STATE OF WISCONSIN -- - •-- - - - - -- - -- --- - - - - -- ss. October --------- ----------------------------- Count aut this . - - - - -_ -day of - - Y 19 88 Persoa c before me this -• .._.da of 'aU 1rnl41aNYM ...... ...........SIP.,.., .I ----------------------------------•----•--•-------------------------------- Kristina Ogland Lundeen ----------- •------------------ - - - - -- ----------------------------------- - - - - -- -----------------------------------------------•----•------------------------ TITLE: MEMBER STATE BAR OF WISCONSIN (If not, ---------"---------------------- -- ---- -------- ---- ---- -- - --- ------------------------------------------------ ----- -------------------------- authorized by § 706.06, Wis. Stats.) to me known to be the person ............ who executed the foregoing instrument and acknowledge the same. THIS INSTRUMENT WAS DRAFTED BY Kristina Ogland Lundeen -- ------ Attorney at Law ---------------------- - - - - -- - - -••• a - ------ ----------------- - - - - -- ------•-••-•--•-----------------••---•--•-------. ......-------------- •--- • - - - - -. Notary Public - - -- -------- _-- - - - - -- ............... County, Wis. (Signatures may be authenticated or acknowledged. Both My Commission is permanent. (if not, state expiration are not necessary.) date: *Names of persona signing in any capacity should be typed or printed below their signatures. WARRANTY DEED STATE BAR OF WISCONSIN VA V_ . .n.. Wisconsin Legal Blank Co. Inc. ST. CROIX COUNTY WISCONSIN ZONING OFFICE ST. CROIX COUNTY COURTHOUSE 911 FOURTH STREET • HUDSON, W154016 - (715) 386 -4680 Mar. 4, 1992 Lynne Thomason Knutson Mortgage 12941 Ridgedale Dr. Minnetonka, MN 55343 Dear Ms. Thomason: An inspection of the septic system on the property of Francis and Carol Loncar, located at 183 River View Acres Rd., Hudson, WI was conducted on Mar. 4, 1992. At the same time a water sample was obtained for testing. The results of that testing will be sent to you as soon as we receive them from the laboratory. At the time of inspection, the sanitary system appeared to be functioning properly. The inspection of this sewage disposal system was based upon a surface inspection of said system, and did not involve any excavating or chemical analysis. Accordingly, there is the possibility of hidden defects in the system not discoverable by this inspection. This does not in any way warrant or guarantee the continued proper functioning or operation of this system. It is recommended that the system should be pumped once every three years. Therefore, the prolonged life of this system may be dependent upon proper maintenance of the system. t rely, J Jenkins Assistant Zoning Administrator cj I I - COMMERCIAL TESTING LABORATORY, INC. 514 Main. Street, P.O. Box 526 Colfax, Wisconsin 54730 715 - 962 -3121 800 - 962 - 5227 FAX - 715 - 962 - 4030 ST. CROIX ZONING REPORT NO.: 38196/61 PAGE 1 ST. CROIX COUNTY REPORT DATE: 3/16/93 COURTHOUSE DATE. RECEIVED'. 3/16/93 HUDSON, WI 54416 ATTN: THOMAS C. NELSON - OWNER: Francis S Carol Loncar LOCATION: 183 Riverview Acres Rd., Hudson COLLECTOR: M. Jenkins DATE COLLECTED: 3 -15 -93 TIME COLLECTED: 3:00pm SOURCE OF SAMPLE: Kitchen faucet DATE ANALYZED:3 -16 -93 TIME ANALYZED:2:00pm COLIFORM: 0 /100 ml INTERFRETATIOW Bacteriologically SAFE- , NITRATE -N: 4 ppm ,Above 10 ppm exceeds the recommended Public Drinking Water Standard. Coliform Bacteria /100 ml Nitrate- Nitrogen, mg /L o u� 2 0 o y TO N S � LAB TECHNICIAN: Pam Gane Df A DEPEAQ) r WI Approved Lab No. 19 Z * { Means "LESS THAN" Detectable Level. Approved bY: 4 i PROFESSIONAL LABORATORY SERVICES SINCE 1952 s ST. CROIX COUNTY ZONING OFFICE St. Croix County Courthouse 911 4th Street Hudson, WI 54016 I Telephone - (715)386 -4680 W The St. Croix County Zoning Office offers the service of septic and water inspections to Lending Institutions, Realty Firms, and private individuals. Completion of this form i g essential &Q that lba Pro erty can Dg located Please provide the following information, enclose appropriate fee made payable to St. Croix County Zoning Office, and mail, along with form to the above address. Testing will be done as soon as possible after fee and form are received.. / WATER TESTING--------------------- - - - - -- -FEE: $ 35.00 (For nitrates and coliform bacteria) WATER TESTING FEE: $185.00 (For VOC'S) SEPTIC SYSTEM INSPECTION---------- - - - - -- -FEE: $25.00 (Determines if system is properly functioning at .. of inspection) PROPERTY OWNER'S NAME: F-Mn -1,$ 9 e *A Ooe t PROP. ADDRESS: AQ� 00J CITY Legal Desc ipt'on 1/4 of the 1/4 of Section �� , T Town of Lot Number Subdivision: 6 3a- �v�� — �d pvv�/, FIRE ER BOX NUMBER Color of house koo Realty sign by house ? /Vk� If so, list firm: \*, , -t V i yr ct b an r, ea-L q cu a -�,c -- PLEASE INCLUDE, IF AT ALL POSSIBLE, A M",i.e,COPY OF PLAT BOOK, WITH LOCATION SHOWN, AND A COPY OF THE LISTING SHEET. Testing of residential water requires a sample that is fresh. If the home is vacant, and has been so for some time, the water line must be purged by running the water for several hours before the test can be conducted. WINTER .TESTING: Many times water lines are turned off, or sill cocks are turned off, making access to the home necessary. If this is the case, please make proper arrangements with this office to ensure time when entry may be gained. Firm or individual requesting services: amnAn� Telephone Number 421 Z 7 3 q- VS s REPORT TO BE SENT TO: De-1 Verson) M nutsv KQ O_C.- 139 7 Gv-n.e-✓ # o M•n .�S /a CLOSING DATE: -& a ? Signature cc�.. t �� �. �G � � � Y� � ����� � �� i I n ST. CROIX COUNTY ZONING OFFIC CERTIFICATION STATEMENT [ C 7 1 FOR UTILIZATION OF AN EXISTING SEPT This is to certify that I have inspected the septic tank presently serving the � * C a_-e f LpIVC k residence located at: %, 1 /, Sec. , T 6) N, R 0 W Town of / ,uK . St. Croix County, Wisconsin. Upon inspection, I certify that I have found the tank and baffles to be in good condition, and it appears to be functioning properly. Last time serviced 0&,Z 7— Did flow back occur from absorption system? Yes No (if no, skip next line. Approximate volume r ler: th of time: gallons minutes Capacity: /ADO / Construction: refab Concrete f/ Steel Other Manufacturer (if known) : do �vo7F" �A�u1ll Age of Tank (if known) : ( ignat re) (Name) Plea e Print C o - © N (Title) (License Number) opt z g- (Date) Form to be completed by licensed plumber (s. 145.06, Wisconsin Statutes) or licensed disposer (NR 113 Wisconsin Administrative Code) - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - Plumber (applying for sanitary permit) Certification: In accepting the above statement regarding existing septic tank condition, I certify that the tank, to the best of my knowledge, will conform to the requirements of ILHR 83, Wis. Adm. Code (except for inspection opening over outlet baffle) . Name / /P-XV zv-!Aut L5 Signa e ` MPRS Parcel #: 030 - 2066 -80 -000 01/09/2006 08:00 AM PAGE 1 OF 1 Alt. Parcel #: 35.30.20.609C 030 - TOWN OF SAINT JOSEPH Current j X ST. CROIX COUNTY, WISCONSIN Creation Date Historical Date Map # Sales Area Application # Permit # Permit Type 00 0 Tax Address: Owner(s): O = Current Owner, C = Current Co-Owner FRANCIS V & CAROL L LONCAR O - LONCAR, FRANCIS V & CAROL L 183 RIVERVIEW ACRES RD HUDSON WI 54016 Districts: SC = School SP = Special Property Address(es): * = Primary Type Dist # Description * 183 RIVERVIEW ACRS RD SC 2611 SCH D OF HUDSON SP 1700 WITC Legal Description: Acres: 2.010 Plat: N/A -NOT AVAILABLE SEC 35 T30N R20W PT GL 4 COM SE COR SE Block/Condo Bldg: 35, TH N 811.87 FT, W 593.64 FT TO POB: S 37DEG W 403.96 FT TH S 77DEG W 367.4 Tract(s): (Sec- Twn -Rng 40 1/4 160 1/4) FT TO LAKE, NWLY 100.4 FT N 74DEG E 35- 30N -20W 332.93 FT, TH N 43DEG E 423.89 FT TO CL 66 FT RD TH SELY ALG CL 100 FT TO POB Notes: Parcel History: Date Doc # Vol /Page Type 07/23/1997 825/191 20 05 SUMMARY M Bill M Fair Market Value: Assessed with: 84664 636,100 Valuations: Last Changed: 05/31/2005 Description Class Acres Land Improve Total State Reason RESIDENTIAL G1 2.010 339,800 238,700 578,500 NO Totals for 2005: General Property 2.010 339,800 238,700 578,500 Woodland 0.000 0 0 Totals for 2004: General Property 2.010 339,800 214,500 554,300 Woodland 0.000 0 0 Lottery redit: ry Claim Count: 1 Certification Date: Batch #: 10 6 Specials: User Special Code Category Amount Special Assessments Special Charges Delinquent Charges Total 0.00 0.00 0.00 ■ so;� e valc�o��0; 6 J -f- �P / %f'e�aee WIoJ�= Ka' �n F'�„et os Eaf Ki ✓2r �i e-ndof's re-nce. Assctmetd ,4e e5 k oad 98.0'Con taut N OI 6q �4n Gi3 Lav1CO/' p 1`\ I01•0 a� \ Proposed cJmser CgInc ``` wL P /SBsl010 X010' �. F'ltee Q t S.T. 0af All 4 \ x, ' lxoQ� ' e,Iisfin9 ,` card �� � Elev;aE l�ropa�z� a t 0 /o3.e�' Z9.9.3'X dRcs' ` 40 b\� 1 � \ d., s�crsai cc `X S. /a&C-64,4( /fz "x3C�.l,9 � 4 ob Well u 0 St✓ c.f u✓� ,Sta 6 : „'f e f ' 0 5 bent mrv. a fim(' o F' 5 y t f eM CCn 5t-UG l v t bot6vri a be &Oeeo Sid;n� = io7 s fv 6e 0-5 /03� _ Es< c or P y � 7 Wisconn Department of Commerce PRIVATE SEWAGE SYSTEM County: St. Croix L7N Safety and Building Division „ INSPECTION REPORT Sanitary Permit No: 453483 0 GENERAL INFORMATION (ATTACH TO PERMIT) State Plan ID No: Persona "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: Lonrar, Frank & Carol I St. Joseph Township 030 - 2066 -80 -000 CST BM Elev: Insp. BM Elev: BM Description: Section/Town /Range /Map No: /CO 1 .66 CS 35.30.20.6090 � TANK INFORMATION ELEVATION DATA �, �; ,� .t- TYPE MANUFACTURER CAPACITY STATION BS HI FS ELEV. cU Lam. Septic Benchmark Dosing Alt. BM LaA Aeration Bldg. gewer w'. t l - t'�Z; 0 toad. '�3 Holding St/Ht Inlet r G .3 y �. ?,. ._ TANK SETBACK INFORMATION s Ht outlet /� TANK TO P/L WELL BLDG. Vent to Air Intake ROAD Dt Inlet Septic Dt Bottom Dosing 5 Header/Man. v Aeration Dist. Pipe 5 Holding Bot. System ~�, Zq �± j Final Grade l l PUMP /SIPHON INFORMATION Manufacturer Demand St Cover GPM �� 5.1� WA" C.{ Model Number TDH Lift Friction Loss System Head TDH C" 16 7 7 Y, /01 .78 Forcemain Length Dia. Dist. to Well r SOIL ABSORPTION SYSTEM L . 1 BED /TRENCH Width Length No. Of Trenches PIT DIMENSIONS No. Of its I a. i uid Depth DIMENSIONS -7,5 SETBACK SYSTEM TO P/L BLDG IWELL LAKE /STREAM LEACHIN Manufacturer: INFORMATION CHA MB R Type Of System: Model beC_ ­ 1 6 —/?— 0 CMG A�3 DISTRIBUTION SYSTEM ( I `1 7 t Header /Manifold Distribution x Hole Size x Ho pacing 7 Ve it Intake - 5 Pipes) r d �� 5 11 � Length 7. `h Dia Length Dia S Spacing SOIL COVER x Pressure Systems Only xx Mound Or At - Grade Systems Only Depth Over Depth Over r xx Depth of xx Seeded /Sodded xx Mulched Bed/Trench Center / Bed/Trench Edges / ` Topsoil Yes Ej No _ - Yes i No COMMENTS: (Include code discrepencies, persons present, etc.) Inspection #1: / ZS / Inspection #2: / 27 1 49 M t.4j � �j V, Location: 183 River View Acres Road Hudson, WI 54016 (Government Lot 4 35 T30N R20W) NA Lot p'p �; Parcel No: 35.30.20.609C 1.) Alt BM Description �- 2.) Bldg sewer length = 4�)e1_577JJ(— - - amount of cover = d_� a. v Plan revision Required? j ''!, Yes ! No L j �YJ Use other side for additional information. L_— `°''✓ / _ _ _ __ —_ —_ J — __ G ? SBD -6710 (R.3/97) Date Insepctor's Signature Cart. No. Safety and Buildifigs Division County 201 W. Washington Ave.. P.O. Box 7162 5 f - ,�CO�$`n Madison, WI 53707 — 7162 Site Address Department of Commerce I I I f A," d.,,. , JR Ab1 Sanitary Pe Number Sanitary Permit Application S 3 �/?3 In accord with Comm 83.21, Wis. Adm. Code, personal you-pr ida ❑ Check if Revision ma be used for secondary purposes Privac , s15 : +' I. Application Information — Please Print All Inforisaftik rate Plan I.D. Number 0ZF11 - 4 = 1TAAfS • /l property Owner's Name Parcel Number o 3o -a o - 8 0- acro C Ge 9C � Property Location Owner's Pro Mailing Address Perry !f l4;S Told N,R�a City, State Zip Code Phone Number Lot Num r Block Number 96 bdivision Name CSM Number t W 5 D ,& •7 j 5y t (gam II. Drpe of Building (check all that apply) ❑City 2 - f or 2 Family Dwelling - Number of Bedrooms ❑village ❑ public/commercial - Describe 5hownship .7't r _ C Nearest Road ❑ State owned , 1 `� tt _ 0 " o • , r•. (),taa,v R R� M 1,ype of Permit: (Check only one box on line A (numbering scheme for internal use). Complete line B if applicable) 1 ❑ New E2 mem System 3 ❑ Replacement of 6 ❑ Addition to For County use A. stem Tank Onl B. 11 Check if Previously Issued Permit Number Date Issued IV. Type of Permit: (Check all that apply)(numbering scheme is for internal use) 44 ❑ Non - Pressurized In- Ground 21oun�> Z'f Sub 47 ❑ Sand Filter 50 ❑ Constructed Wetland 22 ❑ Pressurized In- Ground 41 ❑ Holding Tank 48 ❑Single Pass 510 Drip Line 45 ❑ At -Grade 46 ❑ Aprobic Treatment r49 ting Other V. D' rsa!/'IYeatment Area Information - 011 ' Design Flow (gpd) Dispersal Area Dispersal Area Percolatio to stem Elevation Final Grade Required Proposal Sq.FQ (Min./Inch) Elevation D , So �- s'o L �s� , 9'q' Sa VI. Tank Info Capacity in Total Number Manufacturer Prefab Site Steel Fiber plastic Gallons Gallons of Tanks ✓ ��, !,� Concrete Constructed Glass New Existing Tanks Tanks Septic or Holding Tank Dosing (umber VII. Responsibility Statement- I, the undersigned, assume responsibility for installation of the POWTS shown on the attached plans. Plumber's Name (Print) Plumber's Signature MP/M PRS Number Business Phone Number ��ir 'i)i ��z �g� �/ - 7J / ' -A2 Plumber's Address (Street, City. State, Zip Code) 9W VIII. Count /De ent Use Onl Sanitary Permit Fee (includes Groundwater Date Issued Issuing Agent Signature (No Stamps) i� Approved ❑Disapproved Surcharge Fee) ❑ Owner Given Initial Adverse 3sa � - 26 Determination nn A 1X. Conditions of Approval/Reasons for Disapproval 3) C ` f S d� S vaa � aLa4ta ate) SYSTEM OWNER: ` 1 Septic tank, effluent filter and PXA dispersal cell must all be serviced Ibe serviced l maintainer �> t . S e- 1_ - as per management plan provided by plumber. / T 2. All setbjck set re uirem nts must be mainta L OA%l a' as per applicable c6 trlbF�" a ( to t°` comas onl nor the system on ` ,1� $ x ii ( m xe� �Aft_ SBD -6398 (R. 05101) ;� � • I �l(1LtnTiGn/0� • � E.�iSC✓� �r� e�F✓Q�ip�7 v ! -�•- � �F /. �f tea. "r'F'erJCe. r 8at� ri�ari�= Ka, � r, �'c„ct os EO.E �; ✓P.�' �/� e __,r 6Jo ✓C"> F'rnCG S C�eS KOQ O Sum II Lto I - 98.0 fen,Eewr � \L 1 02.0 , ` \� 6z n r b �. So Q i0 . D 63 a � 4r� ioL.p' /� ♦. �f'Srof�n ,0 11 140 �a tom. Y "c 5 i c'e�ICC T-- /o7.S/T,' Op C Safety and Buildings 10541 N RANCH ROAD commerce .WO.gov HAYWARD WI 54843 TDD #: (608) 264 -8777 I tI sco ' n s i n www.commerc . .wi.us ov www.wisconsin.gov epartment of Commerce Jim Doyle, Governor Cory L. Nettles, Secretary August 16, 2004 CUST ID No.222781 ATTN.• POWTS Inspector ZONING OFFICE HENRY J NECHVILLE ST CROIX COUNTY SPIA 967 HIGHWAY 65 1101 CARMICHAEL RD ROBERTS WI 54023 -8510 HUDSON WI 54016 CONDITIONAL APPROVAL PLAN APPROVAL EXPIRES: 08/16/2006 Identification Numbers Transaction ED No. 1028117 SITE: Site ED No. 687532 Frank &Carol Loncar Please refer to both identification numbers,' 183 River View Acres Rd above, in all correspondence with the agency. Town of Saint Joseph, 54016 St Croix County Government Lot(s) 4, S35, T09N, R20W FOR: Description: Replacement mound, 5 bedroom residence Object Type: POWTS Component Manual Regulated Object ID No.: 973321 Maintenance required; Replacement system; 750 GPD Flow rate; 34 in Soil minimum depth to limiting factor from original grade; System(s): Mound Component Manual - Version 2.0, SBD- 10691 -P (N.01 /01)and SSWMP Publication 9.6 Design of Pressure Distribution Networks for ST -SAS (01/81) The submittal described above has been reviewed for conformance with applicable Wisconsin Administrative Codes and Wisconsin Statutes. The submittal has been CONDITIONALLY APPROVED. The owner, as defined in chapter 101.01(10), Wisconsin Statutes, is responsible for compliance with all code requirements. w No person may engage in or work at plumbing in the state unless licensed to do so by the Department per s.145.06, �M stats. pEP F SP The following conditions shall be met during construction or installation and prior to occupancy or use: General Approval Conditions: • This system is to be constructed and located in accordance with the enclosed approved plans and with the design manuals noted above. • In the event this soil absorption system or any of its component parts malfunctions so as to create a health hazard, the property owner must follow the contingency plan as described in the approved plans. In addition, the owner must insure that the operation, maintenance and monitoring duties as described in section VIII of the mound component manual are complied with. A copy of this information must be given to the owner upon completion of the project. Key Item(s) • The designer proposes to install a state approved effluent filter to achieve the requirement of wastewater particle size. Pursuant to outlet filter product approval stipulations, maintenance information must be given to the owner of the POWTS explaining that periodic cleaning of the effluent filter is required. The access opening used to service the filter shall terminate at or above fmished grade with a watertight cover. Note • The existing septic tank must be inspected for structural soundness, size and baffles and must be brought into conformance with the requirements of ch. Comm 83, Wis. Adm. Code. If it does not conform, a state- approved tank must be installed. I HENRY J NECHVILLE Page 2 8/16/04 Reminder • The orientation of the mound system must be such that the longest dimension is oriented along the surface contour per COMM 83.44(6)(a)2. • Limit activities in the area 15' beyond the down slope edge of the mound per Mound Component Manual. • Surface water drainage shall be diverted away from the system area per Mound Component Manual. • Materials shall conform to the requirements of COMM 84. • The existing POWTS must be properly abandoned per s. Comm 83.33 Wis. Adm. Code. 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. 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 'tenaftce, f the POWTS. Sincerely, Fee Required $ 175.00 Fee Received $ 175.00 Balance Due $ 0.00 j Patricia L Shandorf POWTS Plan Reviewer, Integr ted ervices WiSMART, code: 7633; (715) 634 -7810, Fax: (715) 634-5150, M -f 7:45 am - 4:30 pm pshandorf@comrnerce.state.wi.us cc: Leroy G Jansky, Wastewater Specialist, (715) 726 -2544 MOUND AND PRESSURE DISTRIBUTION COMPONENT DESIGN Residential Application INDEX AND TITLE PAGE Project Name: Frank & Carol Loncar 5 bedroom residential replacemen mound Owner's Name: Frank & Carol Loncar Owner's Address: 183 River View Acres Raod Hudson, WI 54016 I Legal Description: Gov't. lot 4, Sec. 35, T.09N., R.20W. Township: St. Joseph County: St. Croix Subdivision Name: Na Lot Number: Na Block Number: Na Parcel I.D. Number: 030 - 2066 -80 -000, 35.30.20.6090 Plan Transaction No.: Page 1 Index and title Page 2 Data entry Page 3 Mound drawings Page 4 Lateral and dose tank RE Page 5 System maintenance specifications Page 6 Management and contingency plan j Page 7 Pump curve and specifications Page 8 Site Plan Page 9 Soil Evaluation Report Designer: Henry Nechville License Number: 222781 Date: 07/26/04 Phone Number: 715 - 749 -3322 Signature: Designed Pursuant to the Mound Component Manual for POWTS Version 2.0 SDB- 10691 -P (N. 01/01), and SSWMP Publication 9.6 Design of Pressure Distribution Networks for ST -SAS (01/81) Version 3.0 (03/01/01) Page 1 of 9 Mound and Pressure Distribution Component Design Design Worksheet Site Information (r or c) R Residential or Commercial Design Note: Sand fill (D) calculations assume a 500.00 Estimated Wastewater Flow (gpd) Table 83 -44-3 in -situ soil treatment for fecal 1.50 Peaking Factor (e.g. 1.5 = 150 %) coliform of - 36 inches. 750.00 Design Flow (gpd) 3.00 Site Slope ( %) 99.00 Contour Line Elevation (ft) 34.00 Depth to Limiting Factor (in) 0.40 In -situ Soil Application Rate (gpd /ft Distribution Cell Information 75.001 Dispersal Cell Length Along Contour (ft) = 10.00 Cell Width (ft) 1.001 ispersal Cell Design Loading Rate (gpd /ft 1 I Influent Wastewater Quality (1 or 2) Are the laterals the highest in the distribution [_, Y _ Pressure Disribution Information network? Enter Y or N (c or e) c Center or End Manifold 2.50 Lateral Spacing (ft) If N above, enter the eleva (ft _ 8 Number of Laterals of the highest point. [ _ 0.125 Orifice Diameter (in) (e.g. 0.25) 2.50 Estimated Orifice Spacing (ft) = 6.25 ft /orifice 2.00 Forcemain Diameter (in) _ 40.00 Forcemain Length (ft) Does the forcemain drain back? [__ __Y -0 __ 92.00 Pump Tank Elevation (ft) Enter Y r N 6.50 System Head (ft) x 1.3 6.52 Forcemain Drainback (gal) 7.21 Vertical Lift (ft) 134.64 5x Void Volume (gal) 1.95 Friction Loss (ft) 141.16 Minimum Dose Volume (gal) 15.66 Total Dynamic Head (ft) 49.43 System Demand (gpm) Lateral Diameter Selection Manifold Diameter Selection in. dia. options choice in. dia. options cho _ 0.75 1.25 1.00 x 1.50 x x 1.25 x 2.00 x - 1.50 x x 3.00 _ 2.00 x --- - - - - -- 3.00 x Gallons /Inch Calculator (optional) Treatment Tank Information 950.00 Total Tank Capacity (gal) 1585.001 Septic Tank Capacity (gal) 38.00 Total Working Liquid Depth (in) Wieser Concrete IManufacturer 1 25.00 gal /in (enter result in cell B49) Dose Tank Information Efflue Filter Inform ation 950.001 Dose Tank Capacity (gal) JZabel Filter Manufacturer 25.001 Dose Tank Volume (gal /in) JA1 00 Filter Model Number Wieser Concrete Manufacturer Project: Frank & Carol Loncar 5 bedroom residential replacement mound Page 2 of 9 W Mound Plan View 1/10 B :Q: J FKK — . . . . . . . . , . .Observation Pipe 3 r •. ti ti ti ti.ti.•. ' •r; ; •:•r• r ' r '' •:•: :•.: •r•: •::: •:':;:;: • A •, • :r;r•r•r,':'r'• ':l:• • •r•r•. W �. r : B . . - . : .'. . I L°J L 7 Mound Component Dimensions Down slop toe extension made. A 10.00ft E 9.60 in H Eaft ft K A29. ft 131 75.00 ft F 9.50 in z ft L ft D 6.00 in G 0.50 ft J W ft 750.00 (ft Dispersal Cell Area 1 1875.00 (ft Basal Area Available 10.00 (gpd /ft) Linear Loading Rate 1 7.50 (ft) 1/10 B Obs. Pipe Placement Mound Cross Section View Aggregate Dispersal Area Finished Grade 101.29 (ft) —► Z F :: :' rs Ceu 100.00 (ft) Lateral rrii�r Dispe atera 99.50 (ft) — Invert Dispersal Cell Elevation E D 4 99.00 (ft) Contour Elevation 3.0 % Site Slope Geotextile Fabric Cover Shading Key '� �. T Dispersal Cell See lateral details on 1❑ Topsoil Cap c a 1.5 ft f . f .• f; :; Page 4 for number, © " "' Subsoil Cap : ; •'�� size, and spacing of ASTM C33 Sand :5 � � ti:� :: •�.:����'•�••': �:'� F laterals. Laterals are a, :� Typical Lateral •'�:` Tilled Layer c H 0.5 ft ..;. .; ' ' equally spaced from ❑ 99 9 5 A re ate �r o 't }rtir; fc �:'�' •.•, the distribution cell's * A centerline in the distribution cell (AxB). Project: Frank & Carol Loncar 5 bedroom residential replacement mound Page 3 of 9 Center Connection Lateral Layout Daigram Force main connection via tee or oross to manifold at any point. Laterals are identic al S y P • = Tum -up with cleanout plug or ball valve S y tJ(-x---->J<-x12 x12 ->I Holes drilled on the bottom of the lateral. Laterals & force main of PVC sch 40 as per Comm Table 84.30 -5, Uois. Pdm. Code Number of Laterals 8 Orifice Diameter 0.125 in Lateral Diameter 1.50 in Orifice Spacing (X) 2.53 ft Lateral Length (P) 36.69 ft Orifices per Lateral 15 Lateral Spacing (S) 2.50 ft Orifice Density 6.25 ft /orifice Lateral Flow Rate 6.18 gpm Manifold Length 7.50 ft System Flow Rate 49.43 gpm Manifold Diameter 1 50 in Total Dynamic Head 15.66 ft Forcemain Velocity 5.05 ft/sec Dose Tank Information Locking cover with warning I abel and locking device and sealed watertight Electrical as per NEC 300 and —� — Comm 16.28 WAC Disconnect in. min c onnect y Tank component is property vented E— Alternate outlet location Forcemain d'ameter Wieser Concrete Manufacturer _ 2 in. Ca acit 950.00 Gallons Volume 25.00 gal /inch A q - Weep hole or anti - Dimension Inches Gallons B siphon dev A 20.45 511.20 C B 2.00 50.00 Pump off elevation (k) C 6.05 151.30 4 1 92779 D 9.50 237.50 D Total 1 38.001 950.00 Do tank elevation (ft) ,-/ --- 3 7 ' — Bedding un er tank. 92.00 Alarm Manuafacturer Leve Alarm Model Number I DLV �— Pump Manufacturer JZoeller Pump Model Number 1137 �- Pump Must Deliver 1 49.43 gpm at 15.66 ft TDH Project: Frank & Carol Loncar 5 bedroom residential replacement mound Page 4 of 9 i i Mound System Maintenance and Operation Specifications Service Provider's Name H. Nechville,MPRS #2 _ Phone 715- 749 -3322 POWTS Regulator's Name St. Croix County Zoning Dep't. ) Phone 715 -386 -4680 _ 680 System Flow and Load Parameters Design Flow - Peak 750 gpd Maximum Influent Particle Size 1/8 in Estimated Flow - Average 500 gpd Maximum BOD5 220 mg /L Septic Tank Capacity 1585 gal Maximum TSS 150 mg /L Soil Absorption Component Size 750 ft' Maximum FOG 30 mg /L Type of Wastewater Domestic Maximum Fecal Coliform >10E4 cfu /100 mL Service Frequency Septic and Pump Tank inspect and /or service once every 3 years Effluent Filter Should inspect and clean at least once every 3 years Pump and Controls Test once every 3 years Alarm Should test month) Pressure System Laterals should be flushed and pressure tested every 1.5 ears Mound Ins ect for ponding and seepage onc every 3 years Other _ Miscellaneous Construction and Materials Standards 1. Observation pipes are slotted and materials conform to Table Comm 84.30 -1, have a watertight cap, and are secured in as shown in the mound component manual. 2. Dispersal cell aggregate conforms to Comm 84.30 (6)(i), Wis. Adm. Code. 3. All gravity and pressure piping materials conform to the requirements in Comm 84, MS. Adm. Code. 4. Tillage of the basal area is accomplished with a mold board or chisel plow. 5. The mound structure and other disturbed areas will be seeded and mulched to prevent soil erosion and help reduce frost penetration. Lateral Turn -up Detail Finished 0000 000000 *0.0. Grade \ , 6 -8" Diameter Lawn _ —�� Threaded Cleanout Sprinkler Valve Box Plug or Ball Valve Distribution Lateral �y Long Sweep 90 or Two 45 Degree Bends Same Diameter as Lateral Project: Frank & Carol Loncar 5 bedroom residential replacement mound Page 5 of 9 I Mound System Management Plan Pursuant to Comm 83.54, Wis. Adm. Code General This system shall be operated in accordance with Comm 82 -84 Wis. Adm. Code, and shall maintained in accordance with its' component manuals (SBD- 10691 -P (N.01/01) and SSWMP Publication 9.6 (01/81)] and local or state rules pertaining to system maintenance and maintenance reporting. No one should ever enter a septic or pump tank since dangerous gases may be present that could cause death. Septic and pump tank abandonment shall be in accordance with Comm 83.33, Wis. Adm. Code when the tanks are no longer used as POWTS components. Septic or pump tank manhole risers, access risers and covers should be inspected for water tightness and soundness. Access openings used for service and assessment shall be sealed watertight upon the completion of service. Any opening deemed unsound, defective, or subject to failure must be replaced. Exposed access openings greater than 8- inches in diameter shall be secured by an effective locking device to prevent accidental or unauthorized entry into a tank or component. Septic Tank The septic tank shall be maintained by an individual certified to service septic tanks under s. 281.48, Stats. The contents of the septic tang shall be disposed of in accordance with NR 113, Wis. Adm. Code. The operating condition of the septic tank and outlet filter shall be assessed at least once every 3 years by inspection, The outlet filter shall be cleaned as necessary to ensure proper operation. The filter cartridge should not be removed unless provisions are made to retain solids in the tank that may slough off the filter when removed from its enclosure. If the filter is equipped with an alarm, the fitter shall be serviced if the alarm is activated continuously. Intermittent filter alarms may indicate surge flows or an impending continuous alarm. The septic tank shall have its contents removed when the volume of sludge and scum in the tank exceeds 1/3 the liquid volume of the tank. If the contents of the tank are not removed at the time of a triennial assessment, maintenance personnel shall advise the owner of when the next service needs to be performed to maintain less than maximum scum and sludge accumulation in the tank. The addition of biological or chemical additives to enhance septic tank performance is generally not required. However, if such products are used they shall be approved for septic tank use by the Department of Commerce. Pump Tank The pump (dosing) tank shall be inspected at least once every 3 years. All switches, alarms, and pumps shall be tested to verify proper operation. If an effluent filter is installed within the tank it shall be inspected and serviced as necessary. Mound and Pressure Distribution System No trees or shrubs should be planted on the mound. Plantings may be made around the mound's perimeter, and the mound shalt be seeded and mulched as necessary to prevent erosion and to provide some protection from frost penetration. Traffic (other than for vegetative maintenance) on the mound is not recommended since soil compaction may hinder aeration of the infiltrative surface within the mound and snow compaction in the winter will promote frost penetration. Cold weather installations (October - February) dictate that the mound be heavily mulch as protection from freezing. Influent quality into the mound system may not exceed 220 mg/L BOD 150 mg/L TSS, and 30 mg /L FOG for septic tank effluent or 30 mg/L BOD 30 mg/L TSS, 10 mg/L FOG, and 10' cfu/100 mL for highly treated effluent. Influent flow may not exceed maximum design flow specified in the permit for this installation. The pressure distribution system is provided with a flushing point at the end of each lateral, and it is recommended that each lateral be flushed of accumulated solids at least once every 18 months. When a pressure test is performed it should be compared to the initial test when the system was installed to determine If orifice clogging has occurred and if orifice cleaning is required to maintain equal distribution within the dispersal cell. Observation pipes within the dispersal cell shall be checked for effluent ponding. Ponding levels shall be reported to the owner, and any levels above 6 inches considered as an impending hydraulic failure requiring additional, more frequent monitoring. Continency Plan If the septic tank or any of its components become defective the tank or component shall be repaired or replaced to keep the system in proper operating condition. If the dosing tank, pump, pump controls, alarm or related wiring becomes defective the defective component(s) shall be immediately repaired or replaced with a component of the same or equal performance. If the mound component falls to accept wastewater or begins to discharge wastewater to the ground surface, it will be repaired or replaced in its' present location by increasing basal area if toe leakage occurs or by removing biologically clogged absorption and dispersal media, and related piping, and replacing said components as deemed necessary to bring the system into proper operating condition. See Page 6 of this plan for the name and telephone number of your local POWTS regulator and service provider. Project: Frank & Carol Loncar 5 bedroom residential replacement mound Page 6 of 9 t I ` Vi uyn ` HEAD CAPACITY CURVE � EFFLUENT MODELS 140 D CAUTION tacdel �,85i4TE5shcLa: 42 135 not be subjected to fuss thE1n 30 tEe, T 40 U0 38 125 .20 - - 36 91 34 n0 }p 105 10 o0 95 28 90 ;_ 4 26 x186 BS -j- j 24 80- 165. 75 4t6 - 4 22 -r 70 - - - I -. i �� 20 65 4 1B 60 163. 4163 89. 0 55 4189 16 50 14 45 12 40 1BB, _7 100. 35 4140 4188 `f/ 7 10 85, e 1]7 4185 21- V . 4 �{ -- 10 161, - _ -- 2 5 4161 1 5 },57 98 - 0 U.S. GALLONS 10 20 30 40 0 60 70 80 90 100 110 120 130 140 150 160 LITERS 80 160 240 "0 4011 480 560 0 y EL. PER MINUTE / St9.5/3 cl,A&I. &I n TOTAL DYNAMIC MEAD /CAPACITY PER MINUTE EFFLUCNT AND DENWER1NG u00e1 1 53/57 98 137 140/4140 161/4161 163/4163 165/4165 185/4185 1 166/41w6 1^8!4'84 1- 1,4135 Me G01. Lvs. G01. Urs, GoV Llrs. G01. Llrs. G01. Llrs. G01. Llrs, 0' I 'S Col Urs _ C ol. L rs. C Go 1 C_,1 <3 163 72 273 93 352 91 344 100 379 61 231 61 2 }I Sd 20 � 1 <5 S4 9 1 <, �4 - - 1 31 }a 129 fit 231 79 299 8< }18 93 }52 81 231 81 231 �58 2205 I 5 0 141 5 }1 - � 1 1 - -� --- - '.9 72 45 170 64 242 76 288 85 322 60 227 61 231 1 58 _ 7 2 0 1 1,a 5c 7 1S5 51 -; 1 - - i - - -- -- --- -- - - E 1 25 95 36 1 36 68 257 79 299 59 223 60 227 58 - 2J - 1 :'d ar.4 }:-17 4,; j 76 8 30 59 223 70 265 57 216 59 223 58 22 462 } -1'3 47i - 15 49 185 62 235 55 206 58 220 85 322 S8 ;2c 1 6 433 1 1'.) ' 45, - - -_ +� - _- 122 1 21 79 45 170 46 172 55 206 7G 265 58 :20� 1(4 yc4 i 1F7 41; . 15 7 I 20 76 1 33 125 50 189 51 193 58 120 SO 741 S 3c 18 ' 3 IS 57 39 ug 32 Q2 08 220 71 2E3 E'. 3 ? 1 21 } -- - - T ---- 23 87 9 34 S2 °.97 51 193 E5 26� +i 2 <4 10 18 45 'TO 28 lib 13s 7 �- - -- - - I J T �1 _ l 336 , . --- - � _ .0'. Vol', } It °9m 23 It. 7m 26 Il. 1.9m /6 II. lam -1 - - �� -- _ I t' ) ( ) � ) ( ) 56 It. (I7.Im) 66 II. (20 Im) 86.5 IL (26.4m) )3 II. (22.3m) 114 h (34 7� 91 1_:_(277 7 11 110 �L ( }S 5 ):; 3i h a _ L , .MEMBER® CSD � � �`• ,, t - 0SSENAGE �.5I_l•.�51' PVUP WRS. ASSN "3 © Copyright 1998 Zoeller Co. All rights reserved. i `��• 709 ♦ EkiSfi ��k el& era 0 �9 6eexxe - GJo ✓en Pine \ r , \ / 02• i 7 i io3.o' 4,,� �F / � eocc /ke-n& /ihe. v � y / r oe 5 c�b�• ,o�• stied ■ � ! .oso' � � C idin .�\ _ y�' ;r 6y. 65" V Q.r3 C2 /% C :• �(� J�f' o 7.oc�s, E I" S . �o ccJe 11 0� ` ^ 6f S bepl d7m i J Q 6"1c o f ' S y. S { S 2 -. Ors • • c-n .r s •�w � b! 5ccc. 4 " Nf SrQli = 107s t 6e < "mo w' c1cc, Elate`. at S__T�� /� /�� CiO�M . ®Z • �C'i. /03 NJisconsin Department ofCommerce SOIL EVALUATION REPORT P u Division of Safety and Buildings in accordance with Comm 85, Wis. Adm. Code A C E Soil Sipe E Attach complete site plan on paper not less than 8%x 11 inches in size. Plan must County St. Croix include, but not limited to: vertical and horizontal reference point (BM), direction and -- - - -- - -- percent slope, scale or dimemsions, north arrow, and location and distance to nearest road. Parcel I. D. 030- 206Ei -30 Please print all information. -- - - - -- - _ -- r __ -- - Reviewed By )ale Personal information you provide may be used for secondary purposes (Privacy Law, s. 15.04 (1) (m)) Property Owner Property Location +' — F V. & Carol L. Loncar Govt Lot 4 1/4 _ 1 g 35 T 30 N R 2 Property Owner's Mailing Address Lot # Block # Subd. Nance or CSt 18 R iv e r View Acres Rd. 6 09C City State Zip Code Phone Number i J City Village ✓J Town Nearest Road Hudson WI 1 54016 1 715 - 549 -6838 St.Joseph 83 River View Acrr Road ;I New Construction Use: 0 Residential / Number of bedrooms 5 Code derived design flow rate 7 GPL V Replacement J Public or commercial - Describe: Parent material Glacial outwash Flood plain elevation, if applicable _ _ na General comments and recommendations: Install mound system at elev. 100.00' at 12" above 99.00' contour. Exact lot line locations In rat be determined prior to system design and installation. D-1 Boring # jj Boring — -----in, -- - -- -- - ✓f Pit Ground Surface elev. 101.48 ft. Depth to limiting factor _ 61 Sol ;',p, nr a ion a Henzon Depth I Dominant Color Redox Description Texture Structure Consistence 3our.oary Zcols in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh E f� 1 E fP 1 0 -12 1Oyr3/2 none sil 2fsbk mvfr as 2fni,1c C.E C',8 2 12 -18 1 Oyr4 /3 none sit 1 fsbk mvfr gw 2fm,1 c C. " 3 18 -33 1Oyr5/4 none sil 2msbk mfr cw lfmc O.0 C 4 33-40 7.5yr4/6 none gr sl 1 csbk mfi cvv 1 of 7 5 40 -61 1 Oyr5 /4 none cos 0 sg In gs C 7 6 �61 -98 1 Oyr5 /4 f2f 7.5yr4/6 cos & gr 0 sg ml al c 7 98+ 10yr5 /4 m2p 7.5yr5/8 .S. resid Om mf j - - - 1A, FT] Boring # Boring - ✓_f Pit Ground Surface elev. 98.68 ft. Depth to limiting factor in. S it Ra>� Horizon Fbepth Dominant Color Redox Description Texture Structure Consistence '3oundar/ zcos C? P in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. E(,'O Effr;. 1 0 -9 10yr32 none sit 2fsbk mvfr as ')f � .0 E 2 9 -15 1Oyr4/4 none sit lfsbk mvfr g 1v4,f L' 1! 0.5 3 15-32 10yr5/4 none sil 2msbk mfr cw -.yr none g s 1 msbk mfl cw 4 32 42 754/6 gr C — -� - -- �_ 5 42-53 }— 1 Oyr5 /6 none cos & gr 0 sg ml gs 6 53 -99 1Oyr5/6 4/6 cos & gr 0s9 ml ai C. 7 gg+ 10yr5/4 m2p 7.5 r5/8 S. resid Om mfl L 7_7 Effluent #1 = BOD 5 > 30 < 220 /L and TSS >30h 50 mg /L ' Eff uent #2 = B00 mg/L and TSS - _ 30 mg L CST Name (Please Print) Sil re: CST f u nb�r James K. Thompson ���- -- 3602 Address A.C.E. Soil & Site Evaluations Date Evaluation Conaicted felepticne f':ulnl�e` 340 Paulson Lake Lane Os a, WI 54020 6/1020 _ i'1 5_213 -7; Property Owner Francis V. & Carol L. Loncar Parcel ID # 030 - 2066 -80 — Page _ 2 - of i 3 i Boring # !' Boring - --36" - - — - - -- - 11 ✓ ft ,J Pit Ground Surface elev. 101.23 . Depth to limiting factor In Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roofs in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. cffi 1 _ 'Effr _ --- -_._ -- 2f 0.6 0.8 1 0 -9 10yr3t2 none sit _ 2fsbk mvfr as 2 —r 9 -18 1Oyr4/4 none sit Ifsbk mvfr gw 1vf,f 0.4 C.6 I 4 3 18 - 36 1Oyr5/4 none sit 2msbk mfr cw J 3 is - - - 4 36-48 7.5yr4/6 f2f 7.5yr5/8 gr sl 1 msbk — mfl cw D 4 0 5 48 -50 1 Oyr5 /6 none cos & gr 0 sg ml gs I 6 50 -90 1 Oyr5 /6 f2f 7.5yr4/6 cos & gr 0 sg ml 3i J? 6 7 90+ 1 Oyr5 /4 m2p 7.5yr5/8 L.S. resic Om mfl 4 i Boring # J Boring -- - _ - - - - - -- - II 1 Pit Ground Surface elev. 98.80 ft. Depth to limiting factor _4 in p ca Horizon ! Depth Dominant Color Redox Description Texture Structure Consistence Bouncery Roos in. Munsell Ou. Sz. Cont. Color Gr. Sz. Sh. Lf1#1 ' Eff'l 1 0 -12 1 Oyr3/2 none sit 2fsbk mvfr as 2fm,1 3.6 . 2 �! 12 -19 1Oyr4/4 none sit 1fsbk mvfr ! gw lfrnc ) 4 16 3 19 - 33 1 Oyr5 /4 none sit 2msbk mfr Cw 1 fm D 6 —� -- - -- 4 33 -40 7.5yr4/6 none gr sl 1msbk dh cw 1vf D4 5 40 -60 1 Oyr5 /6 f2f 7.5yr4/6 A & s Om & 0 sg dsh & dl aw D % j 6 60 -78 1 Oyr5 /6 f2f 7.5yr4/6 cos & gr 0 sg ml ai Y p 7.5yr5/8 - - -- -- - - 7 78+ 10 r5/4 m2 L.S. resi Om mfi D 0 D a Boring# J Boring J Pit Ground Surface elev. 98.06 ft. Depth to limiting factor 34' in o k,p i(aic Horizon Depth Dominant Color Redox Description Texture Structure Consistence Bo nd ry Foots i ld c f #1 Effn2 in. Munsell Ou. Sz. Cont. Color Gr. Sz. Sh. -- T 1 0 -8 1 Oyr3/2 n one sit 2fsbk mvfr as 2fm,1 c 06 0 2 8 -15 1Oyr4/3 none sit 1fsbk mvfr gw An,1 0 4 C.6 - - -- ------ - - - -r- -- - - 3 15 -22 1Oyr5/4 none sit 2msbk mfr cw 1frn 06 1 0 ----- + - - --- 4 122 -34 10yr4/6 none sicl 2fsbk mfr cw 1W 04 CI 5 34-48 7.5yr4/6 f2f 7.5yr4/6 gr sl 1 csbk dsh aw 0 6 6 48 -70 1 Oyr5 /4 f2p 7.5yr4/6 strat. vfs Om dsh a ! 0 0 c 7 70+ 1Oyr5/4 m2p 7.5yr5/8 L.S. resic Om mfl 00 j 0 C Effluent #1 = BOD ? 30 < 220 mg /L and TSS >30 a 150 mg /L ' Effluent #2 = BOD < 30 mg /_ and TSS _30 r g L The Department of Commerce is an equal opportunity service provider and employer. 11 - you neod servi:e, r need material in an alternate format, please contact the department at 608 -266 -3151 or ITY 608- 264 -87 ' ele✓66'o'-) nn 8444,� m4/k I �u GJ o ✓G /C <ncG C /P� ��Ctd ' end o¢',< f'cncc. Asswncol Lto 9B. D Cen �oc•.r �1 \ 77' \ \ \\ \ dZ O N Q�n � o- yQ� Exist_ b3 /03.8' a 6 �n�•Ci a h � � � 6' � Yr v nr� ,� � rbm ,S� / /tN,aL� 60Z�rine S, -r _ G Yr'^ // {i n 1804 Wisconsin Department of Commerce SOIL EVALUATION REPORT Page 1 of 3 Division of Safety and Buildings in accordance with Comm 85, Wis. Adm. Code A.C.E. Soil & Site Evaluations Attach complete site plan on paper not less than 8'% x 11 inches in size. Plan muss County St. Croix include, but not limited to: vertical and horizontal reference point (BM), direction and percent slope, scale or dimemsions, north arrow, and location and distance to nearest road. Parcel I.D. 030 - 2066 -80 Please print all information. R viewed B Date Personal information you provide may be used for ssoondery purposes (Privacy Law, s. 15.04 (1) (m)). Property Owner Property Location Francis V. & Carol L. Loncar Govt. Lot 4 1/4 1/4 S 35 T 30 N R 20 W Property Owner's Mailing Add r Lot # Block # Subd. Name or CSM# 183 River View Acres Rd. 609C City tat ;V Code Phone Number j J City Village 0 Town Nearest Road Hudson WI + 5401111 7 �-6838 St.Joseph 1 183 River View Acres Road J New Construction Use: 11 Residential / Number of bedrooms 5 Code derived design flow rate 750 GPD 0 Replacement I Public or commercial - Describe: Parent material Glacial outwash Flood plain elevation, if applicable na General comments and recommendatio stall mound system at elev. 100.00' at 12" above 99.00' contour. Exact lot line locations must be determined prior to system design and installation. Boring # Boring Pit Ground Surface elev. 101.48 ft. 61 in. Soil � Depth to limiting factor 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 1Oyr3/2 none sil 2fsbk mvfr as 2fm,1c 0.6 0.8 2 12 -18 1Oyr4/3 none sil lfsbk mvfr gw 2fm,1c 0.4 0.6 3 18 -33 1Oyr514 none sil 2msbk mfr cw 1fmc 0.6 0.8 4 3340 7.5yr4/6 none grsl 1csbk mfi cW 1vf 0.4 0.7 5 40 -61 1Oyr5/4 none cos 0 sg ml gs - 0.7 1.6 6 61 -98 1 Oyr5 /4 f2f 7.5yr4 cos & gr 0 sg ml ai - 0.7 1.6 7 98+ 1Oyr5/4 m2p 7.5yr5/8 .S. resid Om mfi - - 0.0 0.0 Boring # Boring OM Pit Ground Surface elev. 98.68 ft. 53" in. Soil Depth to limiting factor Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD /ftz in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2 1 0 -9 1Oyr3/2 none sil 2fsbk mvfr as 2f 0.6 0.8 2 9 -15 1Oyr4/4 none sil lfsbk mvfr gw lvf,f 0.4 0.6 3 15 -32 10yr5/4 none sil 2msbk mfr cw - 0.6 0.8 4 32 -42 7.5yr4/6 none gr sl 1 msbk mfi cW - 0.4 0.7 5 42 -53 10yr5/6 none cos & gr 0 sg mi gs - 0.7 1.6 6 53 -99 1Oyr5/6 4/6 cos & gr 0 sg ml ai - 0.7 1.6 7 99+ 1Oyr5/4 m2p 7.5 r5/8 .S. resi Om mfi - - 0.0 0.0 ' Effluent #1 = BOD 5 > 30 < 220 Land TSS >30/) 50 mg/L 'Effluent #2 = BOD < 30 mg/L and TSS <,0 mg/L CST Name (Please Print) Sig lure: CST Number James K. Thompson !�- 3602 Address A.C.E. Soil & Site Evaluations Date Evaluation Conducted Telephone Number 340 Paulson Lake Lane, Oa' WI 54020 6/102004 715- 248 -7767 r • Property Owner Francis V. & Carol L. Loncar Parcel ID # 030 - 2066 -80 Page 2 of 3 a Boring # Boring fif Pit Ground Surface elev. 101.23 ft. Depth to limiting factor 36" - in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2 1 0 -9 1Oyr3/2 none sil 2fsbk mvfr as 2f 0.6 0.8 2 9 -18 1Oyr4/4 none sil 1fsbk mvfr gw 1vf,f .4 0.6 3 18 -36 1Oyr5/4 none sil 2msbk mfr cw - 0.6 0.8 4 36-48 7.5yr4/6 f2f 7.5 r5/8 gr sl 1 msbk mfi cw - 0.4 0.7 5 48 -50 1 Oyr5/6 none cos & gr 0 sg ml gs - 0.7 1.6 6 50 -90 1 Dyr5/6 f2f 7.5yr4/6 cos & gr 0 sg ml ai - 0.7 1.6 7 90+ 1 Oyr5 /4 m2p 7.5yr5/8 L.S. rest Om mfi - - 0.0 0.0 F 4] Boring # Boring i Pit Ground Surface elev. 98.80 ft. Depth to limiting factor 40" in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2 1 0 -12 1Oyr3/2 none sil 2fsbk mvfr as 2fm,1c 0.6 0.8 2 12 -19 1Oyr4/4 none sil 1fsbk mvfr gw 1fmc 0.4 0.6 3 19 -33 1Oyr5/4 none sil 2msbk mfr cw 1fm 0.6 0.8 4 33-40 7.5yr4/6 none gr sl 1 msbk dh cw 1vf 0.4 0.7 5 40 -60 1 Oyr5/6 f2f 7.5yr4/6_ vfs & s Om & 0 sg dsh & dl aw - 0.7 1.6 6 60 -78 1 Oyr5/6 f2f 7.5yr4/6 cos & gr 0 sg ml ai - 0.7 1.6 7 78+ 1 Oyr5 /4 m2p 7.5yr5/8 L.S. rest Om mfi - - 0.0 0.0 a Boring # .J Boring 10 Pit Ground Surface elev. 98.06 ft. Depth to limiting factor 34" in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2 1 0 -8 1 Oyr3/2 none sil 2fsbk mvfr as 2fm,1 c 0.6 0.8 2 8 -15 1Oyr4/3 none sil 1fsbk mvfr gw 2fm,1c 0.4 0.6 3 15 -22 1Oyr5 14 none sil 2msbk mfr cw 1fm 0.6 0.8 4 22 -34 1Oyr4/6 none sicl 2fsbk mfr cw 1vf 0.4 0.6 5 34 8 7.5yr4/6 f2f 7.5yr4/6_ gr sl 1 csbk dsh Li- 0.6 1.0 6 48 -70 1 Oyr5 /4 f2p 7.5yr4/6 strat. vfs Om dsh 0.4 0.7 70+ 1Oyr5/4 m2p 7.5yr5/8 L.S. rest Om mfi 0.0 0.0 * Effluent #1 = BOD 5> 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. ' ■ Soi/ a �/a�cca�fio., 6 �� ♦ Ek�s,E� � e e►kt,Eio f3�rtt.�,ri4lk: n I'e"ce oa 0.00 -— worm Fence end 0'601.4rad reree. Assu.mcd A' e ►aar. = ioo. Fo+,�,'s Lo�corp�cy? 98,98' \ 4 1 � p �99a� v � �r \ ♦ ,oa �/ � E ►e�aE 0 rdin Q1 b ° 0, 06 ,( o L �r �E o ty r p v \• 5beol�l�m rt 5; de4a r El w' at S. T. �9, 3 o43 ST CROIX COUNTY SEPTIC TANK MAINTENANCE AGREEMENT AND - OWNERSHIP CERTIFICATION FORM Owner/Buyer Mailing Address E-- Property Address (Verification required from Planning Department for new construction.) city/state . W� . Parcel Identification Number o 3 - Z e F (o - 9b - 2M Lj 09' C LEGAL DESCR Property Location %4, r/., Sec. . T 3 o N -R a ° W, Town of S +. ,.,'k let Subdivision Lot # `f' Certified Survey Map # . Volume _ �. . Page # Warranty Deed # q q �" Y - , Volume 8 a . Page # ! R 1 Spec house ❑ yes ® no Lot lines identifiable ® yes ❑ no SYSTEM CE Improper use and maintenanceof 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 fuuation 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 masWphrmber, journeymanplumber, restrictedplumber or a licensedpumper verifying that (1) the on -site wastewaterdisposal 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. Vwe, 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 year expiration date. d zw-' �f' c, 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 described above, by virtue of a warranty deed recorded in Register of Deeds Office. (�!ZWY- A&)-�Q2,4 k /a)/aN SIGNATURE OF APPLICANT DATE sss « *« being revoked b the Zoning . Any information that is mis- represented may result in the sanitary permit Y �S DePartm ent. «« 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 t K 825 phidgl 11 i DOCUMF44T t10. STATE BAR OF WISCONSIN FORM 1- 198t1 M,a erica R9*61WRD FOR R[G011DI140 °ATA WARRANTY DEED 44229' - REGI STER'S OFFICE This Deed made between ......... . .. . .... ........................................ . ST. CROIX CO., W1 R. ichard-. A.-. Thnm�sfln- ,..- a-- sirLgle..parsan ......... ...... . ... Reed for Record I ... d Francis V "Zoricar and �aroL L'. hbri� ter; 01 1 Grantor. i OC 0 0 AJA 3 and. - " - -- - -- - -- - - •• - - -- -- - p ( husband . d a as roar i al' siiry iv or shi-•- ...... -------------- •------ ....... • ........................................... ....... i?rope . ...... --•----------••------•-•-•-------• ............ ................. •- •---- • -••... 1" ' L ZftWW 0 CM-4A I I .......................... ............................... Grantee, ! of 000d1 R 1 Cl yof t a n .Y e ' g Q S @ A t �''!'!1 T h OID th e on Grantor, for a valuable consideration...... i - 1 .----•---•---• .................................... ......... .... •-- •- ••-- ......... ,( Jr , t St. Cres ix......... REM" To conveys to Grantee the following described real estate in ... .................... ........... i t County, State of Wisconsin: All that part of Government Lot "4" of — _( Section 35, Township 30 North, Range 20 West, St. Croix County, Wisconsin. described Ta:PaxN °• • "_. " " " " " " "_ " "' " ° " " "'� 'f as follows; Commencing at SE corner of Section 35- 30 -20; thence N along the E line of said Section 35 for 311.87 feet= thence W at right angles bearing N90'00 for 593.64 feet to point of be- I ginning of this description; thence S37'435 for 403.96 feet; thence S77'50% for 367.4 feet to the Ely shore of Lake St. Croixt thence NWly along the Ely shore of Lake St. Croix for 100.4 feet; thence N74'47'03 "E for 332.93 feet; thence N43'03'06 "E for 423.89 feet to the centerline of the 66 foot roadway; thence SEly along said centerline of the roadway for 100 feet to point of beginning. Subject to a roadway easement over the Nly 33 feet of the above description, also subject to easements, covenants and restrictions of record and together with right of access to the St. Croix Beach and the right of use of said beach. Together with an easement over a 66 foot roadway over all that land described in Exhibit "A" attached to the Warranty Deed to Howard J. Conn Con recorded January 11, 1968 in Vol. 439, page 461, Doc. No. 291105 By acceptance of this deed, the grantee, his heirs, successors and assigns shall become members of Riverview Acres Homeowner's Associati j This --- .-- 15._.- .. - - - -._ Inc., and shall be sub jec+, to the rules .. homestead property. (is) (is n ot) regulations, and bylaws of said corpor- at ursugn+ �o b �eement reccrded i wi aI n sin a the editaments an apprSr ancea ereun in Togeth t e o gin " ic'iaz c� lbmps i�1 g�Vol. 520, age � And ---------------- --••--- .. -.. warrants that the title • - is - good --• - indefeasibl •--- .. e in fee simple a nd free a nd clear _ of encumb __ rances except 33 6 - 9 - 43 2 5755 easements, restrictions and rights-of-way of record, if any. and will warrant and defend the same. j Dated this ............ day of ........... 0.ct.Ob.e- r-------- 19.88... 1WaE]d42A -_ T- 29 -30 -N • R= 20 -19 -W ST. JOSEPH `W' DIRECTORY i See Paces 135 -140 For Additional Names- 1 SOMERSET'S' PAGE 63 (Residents - Owner or Renter) AND RSEN SCOUT CAMP RD _ _ T� 23rd ST 150th AVE - W & Favak i� ■Dale 1 z 1, Robert • HERON LN 35 Germain / Hinz Edwin ■ o Ernest ■ ¢ i3o I ■morter I v Country ■ IJrO i ■Kiuedtke Meyers -4 1 s UI agu EAST 4 ■ e S te■ 1 NN S ide Estates Arbor I 145M Z Steve I OAKSTRL g c_ rt a ■ 5 ' ■ White AVE ■1 A o a 2 64 Don 24 Hill lta0 ■t ■z A ohn ' Smnnmmetz 20 Mlvvd n O ! t7 i ■ ■ ■ ■ • Bou- ■7 I ■ °La°� 1 - 16 Henry p g o m OJ 144th AVE 77■ S 18 M DFlIANGLE 1 Len C W ■P� D on ■ David ■ Wea ■t ■ chtn - I 2' • 5 •' / ■ i-i McMahon !' �� '�. r = 142nd AVE Roetfger ■s ■ ■Pedro nacht j E - 4 '/ ■ U. 21 ■Howard I Pa V N WOODLAND iom ■13 Pine TortoSa v, E 10 « z i ■ 16■ Uventure CT Weiss �— ■d"` f ■15 eN H� — - —� — - - —lam - — - -' � Itamv -■IB 19 i — ' k" • isa�rtc ■ L­k Hil 7 <� I Renee —� q 3 2 17 Pee- ■ t ■16 � Emmeck ■ ■70 �; • ,uy„1 ALLEY , J E G ■�L• B�zoN Prro 4 ■ � ■ : PEN ■ii ■ BTR� Woodland '" ° y ■Anderson Stadler 14 4 ■ ■ » 11 ■ • I Duncan 4-8 Murphy W CHURCH 26` x •1 An e F aewon 1 �_ n • i 0 • =s ■ z 3 24 OX RID E 1121 a ST I S D Gm.vom ■ ■Elmer LN rn ■ 22 1 29 TRL 0 WH PETERSON LWldutrom • Glllatro BR NS ■ ���JJJ Ednd ST RobM I F ulmnm I m ■11' LN N • ■ p 8 ■1 SO \ Viz, HIGHLAND c 1 32 a..a ■ S benaler rn ■DmQ j y -1 04 105 i s m3 17■ Hu I !i E I t GOlstrom Jr 14 /- M 8 SSSS 1 P`i ■1 ] i c ■• ■ Wi n a 30a 1 \1 Say GBe�usl O Ri e i j JaR McCowtghey ` - — - — _ N ■7 ■6 g 0 2 i BIKEwAr SrSiEM - - - - --- — — i ! 12 ' Don I Edward as 1■ •10 ■ White OLO ■ ■ � \i'■ t. ti x ST lr Anderson OKane 13■ ■z 72■ a WEST ■ •' ■ � is C ,fl eW ■ , ■ LE Mark Druffner ■ ■ WHITE �'� 11 1 34 ■ • 32 RIVER- 1 EAG y p 33 ■9 Co. Orl ` %I Lod VIEW Kent otulson ■� RO C D A ScottBourneester t7V M�aaa.. � ■ ■ ■ z x r n D Jerry McKende 31 30 • 34 'k, ■ E WLE ,. smA E 10 I ROLLING F9 a ' 125th ■ N15 W � ` JOHNSON DR I H11STIL !27 8■ �15 14. G p AVE 14 1 = M Keay ROLLING HILLS LN ■ j N V 4 -91 19 RED PINE TRL ■ ■ ,.a S teve P „,, ■ a 7 1 Alan • Rainer is I D ■ H Z M22 261 N 22 0 T. w ■ Mead a is 4 ■Lnk i °q ■3m D C ire L r •r REST 1_6 7 stale loh w ■1°e 1 i r Robert : Sz■ N - zs 8 s Dulo / ■Hochalter 1 1� 6 1 -zs - C A / NAM Jim ■ ■ 5' ■ MCKINLEY / ` /� • •1+ 2 onion DRI E t7 Flare) Munich p ■•z RE 5' ■, 9 is ■ra 1 ¢F Bob WES. Coop u aa� '85 R , 7117th AVE �a ■ 21 f ■ Pe• ton ■� IWZ Mc cDowel ■ l ■ 27 18 -21 ■ • ■ ■ Is ■a ■ 1717 -t ■Gmtl lo� •31 �J O= RBGm ■ ■ ■n■ ■+ RIVER RD —■ • m° BROKEN sd r s ■ ■ ■ »~ I CTP, OUSA � A'ROW RD ■z. ;• ,m +'� TROUT Patrick t / ■3s aa■ JBROOK Griffin Z A PALOUSA s'13 Deer Fvnm f ■ RD o4 T 35 °J N33 TROUT m f 0 °ks oA BROOK w Qp I �� OLDiiWy $ - -- -�- ■ro TB -- --? i ce ¢ - - gY•p, 1 To.mmd • 13 ■ .■ ■s ]6■ �6 ■ ,•iZLL C i ■ MNC ■ f■ •a'10 Peter LrOlk ■ S9 2 I z■ u ■K eller �LLAKEE RIVER HEIGHTS TRL GOLDEN OAKS LN HUDSON' W' PAGE 27 See Baldwin Telecom, Inc. for all your i communication needs. Whether your company is a home based business or a • Telephone & Voice Mail Systems by large corporation, we can Avaya & Panasonic • Overhead Paging /Speaker Systems meet your needs. Our staff is • Gat. 5 & Cat. 6 Computer Wiring, committed to excellence. Connections & Testing for Networks Experience the difference of working with • Residential Wiring /Equipment a company who cares. • Cellular Service 930 Maple Street • Large Showroom - Baldwin WI 54002 (n� nn'' nn�/ TWO, m INC 715- 684 -3346 �StIlPWIN 1��{ 0111, C Toll Free: 1- 877 -684 -3346 Serving the Area Since 1900 `' www.baidwin- telecom.net 45