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030-2040-20-000
o o b M O � � •. 1 °p c (1) o I � c N N " N f6 i N -O N V ' rrpp m f >�a a cco �Q � o E � � m c c E o Z o � c y a m �1 \`rte l^ Z CL v � l � F, a LL C O U N LL . p� �1 d o a E m CD W z . o w a m L N I- Z ce N C C7 fn F- N N 0 N LY N q ° O M N C L .0 U O I ® O d I d '�-- O N _ o g z Z p Z Z N N Cl) 0 C 0 _ .. d N p O > L a N CL 'w _ C7 O >. G o a p S: "0 0 0 •►v v a a a co IL o C N (Y Q) S (n J V C O O C Q p O q O a 05 m O C o O O F O (� O N (9 U d O \ No o a c m m 1 H N O co 0 - co C C N /� y O N E d M 0 — Y Y a bd y A w r+ E r A CL O in u Parcel #: 030 - 2040 -20 -000 12/10/2008 10:31 AM PAGE 1 OF 1 Alt. Parcel #: 25.30.20.489C 030 - TOWN OF SAINT JOSEPH Current X ST. CROIX COUNTY, WISCONSIN Creation Date Historical Date Map # Sales Area Application # Permit # Permit Type 00 0 Tax Address: Owner(s): O = Current Owner, C = Current Co -Owner O - WISCONSIN TELEPHONE CO BUILDING WISCONSIN TELEPHONE CO BUILDING - Districts: SC - School SP - Special Property Address(es). . " - Primary Type Dist # Description 1346 CTY RD V SC 2611 HUDSON SP 1700 WITC '20 -?,- sa�Jj C� Legal Description: Acres: 1.500 Plat: N/A -NOT AVAILABLE SEC 25 T30N R20W NE SE LOT 1 OF CSM Block/Condo Bldg: 3/853 Tract(s): (Sec- Twn -Rng 40 1/4 160 1/4) 25- 30N -20W Notes: Parcel History: Date Doc # Vol /Page Type 2008 SUMMARY Bill #: Fair Market Value: Assessed with: 0 Valuations Last Changed: 07/14/1987 Description Class Acres Land Improve Total State Reason OTHER X4 1.500 0 0 0 NO Totals for 2008: General Property 0.000 0 0 0 Woodland 0.000 0 0 Totals for 2007: General Property 0.000 0 0 0 Woodland 0.000 0 0 Lottery Credit: Claim Count: 0 Certification Date: Batch #: Specials: User Special Code Category Amount Special Assessments Special Charges Delinquent Charges Total 0.00 0.00 0.00 Wisconsin Bell - Wikipedia, the free encyclopedia Page 1 of 2 Wisconsin Bell From Wikipedia, the free encyclopedia Wisconsin Bell, Inc. (known as Wisconsin Wisconsin Bell, Inc. Telephone Co. before 1984) is the name of the Bell Operating Company serving Wisconsin. They were a Type Private (Subsidiary of AT &T) wholly owned subsidiary of AT &T Inc Founded 1882 Their headquarters is at 722 North Broadway Headquarters Milwaukee, WI, USA Milwaukee, WI. After the 1984 Bell System Area served Wisconsin Divestiture, Wisconsin Bell became a part of Ameritech, one of the 7 original Bell Regional Key people Scott VanderSanden, President Holding Companies. The Wisconsin Bell name Industry Telecommunications continued to be used until January, 1993, when they dropped all of their individual Bell Operating Products POTS, DSL, U -Verse (FTTN) Company names in favor of using their corporate Employees 5,000 (2006) name, Ameritech, for marketing purposes. Parent AT &T (1882 -1983) In 1998, Ameritech sold 19 Wisconsin Bell exchanges, primarily located in central and northern Ameritech (1984 - 1999) Wisconsin to Centu Tel. rY SBC /AT &T (1999 - present) After being held by AT &T (pre- 1984), Ameritech, Website www.att.com(http://www.att.com/) and SBC, as of 2005, they are now part of the "new" AT &T. See also Bell System Logos ���r IELEP}f0,y£ r0 Wisconsin Telephone Co. In 1921, Wisconsin Telephone receives its own Bell logo. The logo contains a ° "Wisconsin Telephone Co. ", along with the standard "American Telephone & Telegraph Co." This particular logo is used until 1939. e Ameritech Wisconsin In 1993 Ameritech chooses to do business as one "Ameritech ", and drops � r the names of its Bells in advertising, and comes with a new logo. This logo remains until 2001. SBC Global Network http: / /en. wikipedia .org /wiki /Wisconsin_Bell 12/10/2008 767793 26�9P S92 KATHLEEN H. WALSH REGISTER OF DEEDS ST. CROIX CO., MI AFFIDAVIT OF RECEIVED FOR RECORD CORPORATE SUCCESSION 07/06/2004 10:00AN TO TITLE - AMENDMENT AFFIDAVIT EXEMPT i REC FEE: 11.00 TRANS FEE: COPY FEE: Return ro: CC FEE: PAGES: 1 Corporation Service Company P.O. Box 2969 Springfield, IL 62708 Ff Parcel ID IFS: Prepared by: Mary W. Clark NSA Verizon — HQE03H08 600 Hidden Ridge - Irving, TX 75038 972/718 -2293 VERIZON NORTH INC. FROM VARIOUS ENTITIES, INCLUDING: GTE NORTH INCORPORATED, GTE MTO INC., GENERAL TELEPHONE COMPANY OF WISCONSIN, COMMONWEALTH TELEPHONE COMPANY The Affiant, after being duly sworn and deposed, makes this affidavit to clarify the title to various parcels of real estate and easements currently owned by Verizon North Inc. (the Company), and acquired through mergers, name changes, and acquisitions of predecessor companies relating to all the Company's property in the state of Wisconsin. This Affidavit amends the Affidavit of Corporate Succession dated September 2000 and recorded in various counties in Wisconsin. Specifically, this Affidavit eliminates the name of Wisconsin Telephone Company from the list of predecessor companies. Dated: June 7, 2004 N N QRT VERIZON NORTH INC. 2 B G�rt� SEAL n y Rosalynn Ch stian, Assistant Secretary STATE OF TEXAS ) COUNTY OF DALLAS ) This is to certify that the foregoing Affidavit of Corporate Succession to Title was acknowledged before me on June 7, 2004, by Verizon North Inc., acting by and through, Rosalynn Christian, Assistant Secretary of Verizon North Inc., who stated this to be her free act and deed for the uses and purposes herein set forth. .s..ts►.r►. Y AMRY CLARK Wotary �'� Notary Pub ' State Of Texas AA jrA, State of Texas My Commission 6�ies October 22. 2004 AFFID-corp succ -WI- amended.doc VOL 1565PAr-E 24 ,Es347S7 KATHLEEN H. WALSH AFFIDAVIT OF REGISTER 01= DEEDS ST. CROIX CO.. WI (doc #) CORPORATE SUCCESSION TO TITLE RECEIVED FOR RECORD 12- 05 -POOO 3 :30 PM AFFIDAVIT Return to: EYF14PT N Stewart Title Guaranty Company CERT COPY FEE: COPY F.F. Attention: Elbert L. James TRANSFER FEE: 1980 Post Oak Blvd, Suite 610 RECORDING FEE: 20.00 Houston, TX 77056 PAGES: 6 Parcel ID #s: Prepared by: Mary W. Clark N/A Verizon — SVC04C25 1255 Corporate Dr. - Irving, TX 75038 972/507 -5299 VERIZON NORTH INC. FROM VARIOUS ENTITIES, INCLUDING: GTE NORTH INCORPORATED, GTE MTO INC., GENERAL TELEPHONE COMPANY OF WISCONSIN, COMMONWEALTH TELEPHONE COMPANY The Affiant, after being duly sworn and deposed, makes this affidavit to Identify the corporate succession to title from various owners of record for property located in the state of Wisconsin. This Affidavit Is given to clarify the title to various parcels of real estate and easements currently owned by Verizon North Inc. (the Company), and acquired through mergers, name changes, and acquisitions of predecessor companies, including but not limited to those listed on Exhibit A attached hereto, and relating to all the Company's property in the state of Wisconsin. Dated: September 22, 2000 VERIZON NORTH INC. _ 47 C� By Rosalynn Chri 'an, Assistant Secretary STATE OF TEXAS COUNTY OF DALLAS ) This is to certify that the foregoing Affidavit of Corporate Succession to Title was acknowledged before me on September 22, 2000, by Verizon North Inc., acting by and through, Rosalynn Christian, Assistant Secretary of Verizon North Inc., who stated this to be her free act and deed for the uses and purposes herein set forth. cf," M ARY CLARK Mary ark Notary Public, State of Texas Notary Publi , State Of Texas My Commission Expires OCTOBER 22, 2000 AFFID -core succ -WI . w 1565MGE 29 Name of Wisconsin Company Pilsen Telephone Company Portage Telephone Company Rantoul Telephone Company Reedsburg Telephone Company Rewey - Mineral Point Telephone Company Richland Telephone Company Sayner Telephone Company Shaw Telephone Company St. Croix Telephone Company St. Croix Valley Telephone Company St. Croix Valley Telephone Company (a Wisconsin corporation) State Telephone Company State Utilities Company (Suring Exchange) Stratford Telephone Company Telephone Company of Wisconsin Three Lakes Telephone Company Tomahawk Telephone Company Union Telephone Company Utica Telephone Company Verizon North Inc. Washington Island Telephone Company Wausau Telephone Company Western Crawford County Farmers Mutual Telephone Company Western Crawford County Farmers Telephone Company sta Exchange) / ` Wisconsin Telephone Company '5 3 4 9 2/ Wise Telephone Co. Wise Telephone Company Wise Telephone Company of Birchwood Wise Telephone Company of Hayward, Wis, The 9/26/00 Page 5 of 5 Misconsin D"Imentof Commerce PRIVATE SEWAGE SYSTEM County- Safety and Buildings Division St. Croix INSPECTION REPORT GENERAL INFORMATION (ATTACH TO PERMIT) Sanitary Perm it No.: Personal information you provice may be used for secondary purposes (Privacy Law, s.15.04 (1)(m)). 370360 Permit Holder's Name: ❑ City ❑ Village .I] Tagwn o v s, lan ID o.: Ameritech Corp., 5 VSCd �s St. Joseph Township CST SM Elev.: Insp. BM Elev.: BM Description: Tax NA 1 M. I 00 .D 1 01Kr * ( 030-2040-20-000 TANK INFORMATION ELEVATION DATA TYPE MANUFACTURER CAPACITY STATION BS HI FS ELEV. Septic Benchmark k" /O /,("O lo -0 f CZ � - j or 7� - Dosing Alt. BM �• c 1g . 1 7 r Aeration Bldg. Sewer ,v8 9 3.52 , Holding St /Ht Inlet .(Pz Z. TANK SETBACK INFORMATION r ' t/ Ht Outlet �^ TANKTO P/L WELL BLDG. Verintake ROAD Dt Inlet �— + I ' Septic ,. S 3 NA Dt Bottom <- I ( Dosing a� NA Header /Man. 3.YL .81 CA I Aeration NA Dist. Pipe 01. Holding Bot. System PUMP/ SIPHON INFORMATION Final Grade , see_ � ere Manufacturer Demand St cover ` � r Model Number �l/ f" 590 ;PM Val* C2 , 03 �� DH Lift !ko Friction lea System Se, TDH ��Ft oss l g• Forcemain Length Dia. Z, I Dist. To Well S IL ABSORPTION SYSTEM TRENCH Width Len th No f Trenches PIT No. Of Pits Inside Dia. Liquid Depth E N b DIM SETBACK SYSTEM TO P / L BLDG WELL LAKE/STREAM LEA NG Manu adur INFORMATION Type O / �, CHAMB o e Num er: System OR UNIT DISTRIBUTION SYSTEM V' 4-- --- Header/Manifold ✓ Distribution Pipe(s) l I x Hole Size x Hole Spacing Vent To Air Intake Length Dia. Length � Dia. 2 . O Spacing ) r I SOIL COVER x Pressure Systems Only xx Mound Or At -Grade Systems Only l Depth Over Depth Over xx Depth Of xx Seeded / Sodded xx Mulched .f• Bed /Trench Center Bed /Trench Edges Topsoil ❑ Yes ❑ No ❑ Yes ❑ No �f COMMENTS: (Include code discrepancies, persons present, etc.) Inspection #1: Inspection #2: 8�11� l d Location: 1346 County Road V, Houlton, WI 54082 (NE 1/4 SE 1/4 25 T30N R20W) - 253020489C -Lot 1 1.) Alt BM Description = pfd(/ �a•Q a;, G� &wj .6 Le- - 2.) Bldg sewer length = • o [ 2 t s-; ( cauW - amount of cover = t8 + . �w.urO.... dw rA._ �J� 3.) contour= r{ ( r o PI. ` •v r C Plan revision required? C] Yes KNo FIEP z ot .� � f r additio info r1y� 1pn, 2 �-" — ' �Dae Inspector's SignaturCert. No. 6710 (R.W97) � ✓ b� ,� tsb ' ,. � � ,� o D . � O 2�' . , �. II Sanitary Permit Application Safety & Buildings Division In accord with Comm 83.2 t. Wis. Adm. Code 201 \V Washington Ave See reverse side for instructions for completing this application PO Box 7302 Madison, WI 53707 -730? 1 i Personal information you provide may be used for secondary purposes Department of Commerce (Privacy Law, s. 15.04(1 )(m)] (Submit completed form to county if not state owned.) Attach com fete plans (to the county copy only) for the system, Pr o than 8 -1/2 x I I inches in size. Count State Sanitary Permit Number ❑ Check if re 's of ,to jy_i" ts"a Nc S to Plan I. D N C Q-e 3 bo o 's '� 3 I Rrtus t I. Application Information - Please Print all Information / .� ation: Propert} Owner Name c L P operty Location �� A -T-� r w� sC� -�_ Property Owner's Mailing Address tj Number Block Number ST GRO;x /Z U) 7-f360 ' e/GV .�` � CGUNTY / 1 �4 ` C'it, State Zip Code Phone kii berZONING / ubdivision Name or CSM Number I1 Type of Building: (check one) _ ❑ CIE)' or 2 Family Dwelling — No. of C��own of Bedr oms: ❑ Village Public /Commercial (describe use): �Q A ,,�Cl�a1we. bu,'lol�'.t - ?& W, <, :1 State-owned JL . _0 ,,� III Type of Permit: (Check only one box on line A. Check box on line B if applicable) Ne rest R d A) 1. P ew System 2. ❑ Replacement 3. ❑ Replacement of 4. ❑ Addition to ParcelTax Number(s) ' System Tank Onl , Existing System Q 30— ,20 — G0 B) Permit Number Date - issued ❑ .A Sanitary Permit was previously issued o�, C--, IV. Type of POWT System: (Check all that apply) //'� El I� Non - pressurized In- ground 'Mound ❑ Sand Filter ❑ Constructed Wetland ❑ Pressurized In- ground ❑ Holding Tank ❑ Single Pass ❑ Drip Line ❑ .At -grade r r /y ❑ Aerobic Treatment Unit Recirculating ❑ Other: Y, 2D �hoe,w.bC e r - - °t(a - (0 0 r rr = r t V Dispers'tTreatment Area Information: I Design Flow (gpd) 2. DispersalArea 3. Dispersal Area 4, Soil Application 5. Percolation Rate 6. System Elevation 7 Final Grade Required Proposed Rate (Gals. /day /sq. ft.) (Min. /inch) Elevation VI Tank Ca acity in Total of Manufacturer Prefab Site Steel Fiber- Plastic Information ' Gallons Gallons Tanks Con- Con- glass New Existing crete structed Tanks Tanks � GE0 !ate ❑ ❑ ❑ ❑ lvi cs¢s C'o - 5 � ❑ ❑ ❑ ❑ ❑ Paz VII Responsibility Statement 1, the undersigned, assume responsibility for installation of the POWTS shown on the attached plans. Plumber's Name (print) Plumber's St nature (no tamps) MP /MPRS No. Business Phone Number � ELc. � / - 3 g6- 5(a 7 Plumber's Address (Street, City, State, Zip ode) d 7 O D 6F vDSOA( L(J D /,6 VIII County/Department Use Only ❑ Disapproved Sanitary Permit Fee (includes Groundwater Date Issued Issuing Agent Signature (No stamps) Approved ❑ Owner Given Initial Adverse S harge Fee) Determination T3,RS ` aD 6 — zg9O IX. Conditions of Approval /Reason s for Disa proval: t— ' eA AAk SBD -6398 (R. 07/00) I ST CROIX COUNTY SEPTIC TANK MAINTENANCE AGREEMENT AND OWNERSHIP CERTIFICATION FORM Owner/Buyer �m�� • -L�c"� Mailing Address A 02-V-3 Properly Address (Verification required from Planning Department for new construction) City/State LJ Parcel Identification Number y30`24*d' 2 'e L EGAL DESCRIPTION Property Location '/4, Sec. 2 . T _16_ N -R 2 2 _W, Town of St. T�sPf Subdivision - Lot # .�_ 359Z8� Certified Survey Map # . FP 4 , Volume _ Page # I' -5 Warranty Deed # 3(. Z'3(- o , Volume 6 ° . Page Spec house ❑ yes R-ffo Lot lines identifiable 0 ❑ no SYSTEM MAINTENANCE Improper use and maintenance of your septic system could result in its premature failure to handle wastes. Proper maintenance consists of pumping out the septic tank every three years or sooner, if needed by a licensed pumper. What you put into the system can affect the function of the septic tank as a treatment stage in the waste disposal system. The property owner agrees to submit to St. Croix Zoning Department a certification form, signed by the owner and by a masterplumber, joumeymanplumber, restrictedplumber or a licensed pumper 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. 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 Zoning Office within 30 days of year expiration date. SIGNA OF AP DATE OWNER CERTIFICATION we . I the owner(s) of e a I (we) certify that all statements on this form are true to the best of my (our) knowledge. ( ) am (ar the property described above, by virtue of a warranty deed recorded in Register of Deeds Office. V..", a4a_ — - /D A I-a- SIGNATURE OF APPLIC DATE * * * * ** Any information that is mis- represented may result in the sanitary permit being revoked by the Zoning Department. ** Include with this application: a stamped warranty deed from the Register of Deeds office a copy of the certified survey map if reference is made in the warranty deed Safety and Buildings r ' 401 PILOT CT STE C WAUKESHA WI 53188 -2439 TDD #: (608) 264 -8777 �seonsin www.commerce.state.wi.us Department of Commerce - Tommy G. Thompson, Governor Brenda J. Blanchard, Secretary October 11, 2000 CUST ID No.663739 ATTN.• POWTS INSPECTOR ZONING OFFICE ACE SOIL & SITE EVALUATIONS ST CROIX COUNTY SPIA 340 PAULSON LAKE LANE 1101 CARMICHAEL RD OSCEOLA WI 54020 HUDSON WI 54016 RE: CONDITIONAL APPROVAL PLAN APPROVAL EXPIRES: 10/11/2002 Ident�fic�t ers Transaction ID N Site ID No. 20020 .439899 SITE: Please refer to both identificalaan °:xtuzbe�rs, Site ID: 200205, AMERITECH HOULTON RELAY EXCH above in all currespondenci With the agency. BLDG ST CROIX County, Town of SAINT JOSEPH; CTY HWY E 54016 ! . NEIA, SETA, Sts, T30N, R20W Lot: 1, Subdivision: csm vol 13 pg 853 FOR: Object Type: POWT System Regulated Object ID No.: 765806 DESCRIPTION: MOUND, COMMERCIAL, 80 GPD 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. The following conditions shall be met during construction or installation and prior to occupancy or use: • This system is to be constructed and located in accordance with the enclosed approved plans and with the "Mound Component Manual for Septic Tank Effluent for Private Onsite Waste Treatment Systems" SBD- 10572-P (R.6/99) and the "Pressure Distribution Component Manual for Private Onsite Wastewater Treatment Systems" SBD- 10573 -P (R.6/99). • 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 gadescribed in section VIII of mound component manual are complied with. A copy of this information tnu be Ziven to the owner upon completion of the project. a • Maintenance information must be given to the owner of the tank expla in ti;�t geriodi cleaning of the filter is required. Access to the filter for cleaning must be provided per in 84 conditions. • A Sanitary Permit must be obtained from the county where this proj' cC� t in accordance with the requirements of Sec. 145.135 and 145.19, Wis. Stats. I i y • Inspection of the private sewage system installation is required. Arrangements for inspection shall be made with the designated county official in accordance with the provisions of Sec. 145.20(2)(d), Wis. Stats. l ACE SOIL & SITE EVALUATIONS Page 2 10/11/00 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. Inquiries concerning this correspondence may be made to me at the telephone number listed below, or at the address on this letterhead. Sin ly, DATE RECEIVED 10/02/2000 FEE REQUIRED $ 175.00 FEE RECEIVED $ 175.00 JULIA A LEWIS - OSBORNE , POWTS REVIEWER 2 BALANCE DUE $ 0.00 Integrated Services (262) 548 -8638, FAX: (262) 548 -8614 Wi8MARs '. MOUND SYSTEM DESIGN Commercial Application INDEX AND TITLE SHEET Project Ameritech - Houlton relay exchange building Owner Ameritech Corp. Address N17 W24300 Riverwood Dr. -1st floor Appleton, WI 54911 Legal Description NE1 /4SE1/4, Sec.2S T.30N., R20W. Township St. Joseph County St. Croix Subdivision Name CSM Vol. 13, Pg. 853 Lot No. Lot 1 Parcel ID Number 030 - 2040 - 20-000 Plan Transaction Number Index and title sheet Page 1 Mound calculations Page 2 Mound drawings Page 3 Pres. dist. talcs. and laterals Page 4 TDH and pump tank drawing Page 5 RECEIVED Pump specifications Page 6 Site plan - Page 7 oCT 1 0 ?000 Tum -up detail Page 8 Management plan Page 9 SAFETY & BLDGS. DIV. Attached soil eval. Report Page 10 Designer Mike McDonell License Number 225036 Signature Phone No. 715 - 386 -8692 T Date September 14, 2000 v L 4 L4.11 VV Page ',Of 0 Daily Flow Calculations JOB DESCRIPTION: Ameritech telephone exchange substation. Rest room to be installed in facility for use by employees while at the facility on an intermittent basis. No office or other permanent use facility available at the site. Peak use estimated as 2 employees at the facility per day for a duration of two hours each. ABSORPTION AREA SIZING: 1. Daily wastewater flow: (2 employees)(13 gaUemployee) = 26 Gpd (I floor drain) (25 gpd) = 25 Gpd Total daily wastewater flow = 51 Gpd SEPTIC TANK CAPACITY: 1. Total daily wastewater design flow = 51 Gpd @ 150% = 76.5 gpd 76.5 gpd / 75gpd/person = 1.02 person equivalency 2. (76.5) + (11.61 x 1.02 x 3) + (46.77 x 1.02) = 159.73 Gpd 3. Minimum required capacity: 750 Gal. 4. Proprosed Capacity & Manufacturer: 1 000gal Wieser Concrete I MOUND SYSTEM DESIGN Commercial Application INDEX AND TITLE SHEET Project Ameritech - Houlton relay exchange building Owner Ameritech Corp. Address N17 W24300 Riverwood Dr.- 1st floor Appleton WI 54911 Legal Description NE1 /4SE1 /4, Sec.26, T.30N., R20W. Township St. Joseph County St. Croix Subdivision Name CSM Vol. 13, Pg. 853 Lot No. Lot 1 RECEIVED Parcel ID Number 030 - 2040 - 20-000 OCT - Z 2000 Plan Transaction Number SAFETY & BLDGS. DIV. Index and title sheet Page 1 Mound calculations Page 2 Mound drawings Page 3 Pres. dist. calcs. and laterals Page 4 TDH and pump tank drawing Page 5 Pump specifications Page 6 Site plan Page 7 Turn -up detail Page 8 Management plan Page 9 Attached soil eval. Report Page 10 Designer Mike McDonell License Number 225036 Signature Phone No. 715 - 386 -8692 Date September 14, 2000 Pagel of 10 MOUND SYSTEM DESIGN Complete red boxes as necessary. 750 gpd maximum design flow. Residential or commercial? ](r or c) Slope 3 % Design flow rate 80 gpd Depth to limiting factor 30 in In situ soil infiltration rate 0.5 gpd/ft' Contour line elevation 96.6 ft Use standard fill depths? x OR Design depth? Tin Place X in box to use standard depths (24 and A +4 inclusive) OR specify design fill dept Orifice density 6.15 Orifices per ft` Center or end manifold a (c or e) Orifice diameter 1 Al2 in 0.125, 0.158, 0.188, 0.219, 0.25, 0.281, or 0.313 inch only. Lateral spacing 0.00 ft Use 0 lateral spacing for trenches. Estimated orifice space 1.50 ft Not a final calculation. Number of laterals B Pump tank elevation 88 ft Outside bottom of tank. Forcemain length 90.0 ft Forcemain diameter (`� U in 1.5, 2 3 or 4 inch only. Z.W in Actual I.D. DIAMETER CONVERSIONS 1/8 = 0.125 1/4 = 0.250 SYSTEM SOLUTIONS 5/32=0.156 9/32=0.281 Design flow rate 80 gpd 3/16 =0.188 5/16=0.313 7/32 = 0.219 Absorption cell Application rate & area 1.0 9pd/ft 80.0 ft' Linear loading rate (LLR) 4.00 gpd /ft Design width (A) 4.00 ft Cell length (B) 20.0 ft Depth of cell (F) 10.0 in Sand filter Upslope fill depth (D) 6.0 in Downslope fill depth (E) 7.4 in Basal area required (gpd/infiltration rate) 160.0 ft Supporting components Topsoil depth 3.0 in Subsoil depth at center 9.0 in Subsoil depth at cell wall 3.0 in End slope toe length (K) 7.18 ft Up slope toe length (J) 5.70 ft Down slope toe length (1) 7.30 ft Total mound length (L) 34.36 ft Total mound width (W) 17.00 ft Project: Ameritech - Houlton relay exchange building Transaction Number: Page 2 of 10 MOUND PLAN VIEW observation pipes (typical) A ` 1/6 B J � _ A = 4.00 ft 17 ft :;:::: A B = 20.0 ft J = 5.70 ft W T� g I = 7.30 ft K B 7.18 ft 1/6B = 3.33 ft 34.36 ft typ. obs. pipe (anchored securely) I = down slope dimension = absorption cell (AxB) J = up slope dimension = plowed area (LxW) K = end slope dimension LU 6" T MOUND CROSS SECTION D = 6.0 in lateral topsoil H subsoil cap E = 7.4 in invert 97.60 ft F= 10.0 in elev. F G = 6.0 In T ASTM c 33 H= 12.0 in D Sand Fill y Sys. 97.10 ft elev. 96.60 ft contour slope D = upslope fill depth plowed layer E = downslope fill depth Note: Absorption cell media will consist F = absorption cell depth of aggregate and pipe with laterals G = subsoil + topsoil depth at cell wall centered across AxB media. The cell H = subsoil + topsoil depth at cell center media is covered vAh geotexhle fabric. Designer notes: System installation to comply with standards as specified in Mound Component Manual SBD- 10572 -P (R.6/99). Project: Ameritech - Houlton relay exchange building Transaction Number: Page 3 of 10 I PRESSURE DISTRIBUTION CALCULATIONS Dispersal cell Width (A) 4 ft Length (B) J 20.0 ft Lateral specifications Number laterals 1 Orificellateral 13 holes Lateral length (P) 19.00 ft Orifice diameter 0.125 in Lat. dis. rate 5.36 gpm Sys. dis. rate 5.36 gpm Orifice spacing (X) 19 in Lateral diameter Pipe diameter Design options Design choice De . gner must 1 in x Place X in red X' a choice 1 1/4 in x box of chosen from t options 1 1/2 in x diameter. provide . 2 in x 3 in X Manifold diamet Pipe diameter Design options sign choice arab 1 in X' one choi 1 1/4 in None required. from the options 1 1/2 in No choice necessary. provided. 2 in 3 in 4 in Distribution system conta s: 1 Lateral(s) LATERAL DIAGRAM - E CONNECTION Place correct lateral diagram by clicking in one of the drawi gs at ight and dragging the diagram into this area. Laterals centered over the A & B mension Q = Turn -up wibell valve or alesnoutplug P Last hole drilled next end cap IE }( Laterals & Force main of PVC Sch 40 Holes drilled on the ottom of the lateral (per COMM Table 84.30 -5) equally spaced Lateral length ( 19.00 ft Lateral spacin (S) 0.00 ft Orifice spaci (X) 19 in Manifold ler th 0 ft Orifice di i eter 0.125 in Lateral di meter 2.00 lin Forcem n diameter 2.00 lin Project: Ameritech - Houlton relay exchange building Transaction Number: Page 4 of 10 TDH and Pump Tank Drawing Head Total Dynamic H e Operational head Mft ft Vertical lift ft Are laterals the highest point in the Friction loss ft Z.ZS' system? Yes "x" here. L� Total dynamic head 17. a5 If no, what is the highest elevation Dose Volume downstream of pump? C � Dose is > %-2S times lateral volume Forcemain drain Lateral void volume 3.3 gal back to tank? (Y one) Minimum dose 33*73i.z gal x Yes Drain back 4&q s x gal No Dose volume 11gal Typical Pump Chamber Layout In combination with state approved treatment tank. approved manhole cover with weather proof warning label and locking device grade levels junction :box - � grade levels disconnect aftemate 4" vent Pipe electric as per NEC 300 and E outlet Comm 16.28 WAC location 18" min. wall of pump t-- approved chamber or outlet joint combination tank A Provide 1/4" weep hole or anti - alarm on siphon device as necessary pump on B Grade levels pump 89.3 ft C - pump tank manhole = 4 off elev. minimum above finished grade D - vent = 12" minimum above finished grade 88.0 Ift Pump tank elevation 3 " of bedding under tank at bottom of tank Tank manufacturer Wieser 1000/500 gal. Combination ST/PC Pump tank capacity 9.84 gal /in Pump tank volume 502 gal Pump manufacturer JZoeller Inches Gallons Pump model number IN57 0 A 32.0 314.8 'N B 2 19.7 C Alarm manufacturer IlLevelarm E C 5.0 49.4 Alarm model number JDLV p D 1 12 1 118.1 Project: Ameritech - Houlton relay exchange building Transaction Number: Page 5 of 10 Mound System Management Plan Pursuant to Comm 83.54, Wis. Adm. Code General The mound septic system shall be operated in accordance with Comm 82 -84 Wis. Adm. Code, and shall be maintained in accordance with component manual SBD- 10572 -P (R.6/99). All local and/or state rules pertaining to system m aintenance and maintenance reporting shall be complied with. No individual should ever enter a septic tank or pump tank as dangerous gases may be present that could cause death. Septic and pump tank abandonment shall be in accordance with Comm83.33, Wis. Adm. Code when the tanks are no longer used as POWTS components. Septic or pump tank manholes 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 operating condition of the septic tank and outlet filter shall be assessed at least once every two years by inspection. The septic tank contents shall be removed when the sludge and scum in the tank exceed 1/3 the liquid volume of the tank. The contents of the septic tank shall be disposed of in accordance with NR 113, Wis. Adm. Code, by an individual certified to service septic tanks under s. 281.48, Stats. If the contents of the tank are not removed at the time of a biannual assessment, maintenance personnel shall advise the owner of when service will be needed to maintain less than 1/3 scum and sludge accumulation in the tank. Th outlet filt shall be cleaned as necessary to ensure prover operation. The filter cartridge should not be removed unless provisions are made to retain solids in the tank that may slough off the filter when removed from its enclosure. If the filter is equipped with an alarm, the filter shall be serviced if the alarm is activated. The addition of biological or chemical additives to enhance septic tank performance is generally not required. If such products are used they shall be approved for septic tank use by the Department of Commerce, Safety and Buildings Division. Pump Tank The pump (dosing) tank shall be inspected at least once every two 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 Trees or shrubs should not be planted directly on the mound. Plantings may be made around the mound's perimeter. The mound shall be seeded and mulched as necessary to prevent erosion and provide some degree of frost protection. Traffic (other than for vegetative maintenance) on the mound is not recommended. Soil compaction may hinder aeration of the infiltrative surface within the mound and will promote frost penetration during cold weather months. Cold weather installations (October - February) dictate that the mound be heavily mulched for frost protection. Influent quality into the mound system may not exceed 220mg/L BOD5, 150 MG/L TSS, and 30 mg/L FOG. Influent flow may not exceed maximum design flow specified in the permit for the installation._ The pressure distribution system is provided with a flushing point at the end of each lateral. Each lateral should be flushed of accumulated solids at least once every 18 months. A pressure test should be performed with the results compared to the initial test taken at the time of system installation to determine 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. Levels above 4 inches indicate an impending hydraulic failure requiring additional, more frequent monitoring. Contingency Plan If the septic tank or any of its components become defective the tank or component shall be repaired or replaced to keep the system in proper operating condition. If the dosing tank, pump, pump controls, alarm or related wiring become defective the defective component shall be immediately repaired or replaced with a component of the same or equal performance. If the mound component fails to accept wastewater or begins to discharge wastewater to the ground surface, it will be repaired or replaced in its' present location. Toe leakage will be eliminated by increasing the basal area of the system. Excessive ponding within the dispersal cell will be eliminated by removing biologically clogged adsorption and dispersal media and replacing said components as deemed necessary to bring the system into proper operating condition. Questions on the operation or maintenance of the system should be directed to your county zoning or health inspector. Pg. 9 Of 10 i HEAD /CAPACITY CURVE EFFLUENT and DEWATERING WARNING: Model 185/4185 should not be subjected to less than 30 feet TDH. V) TOTAL DYNAMIC HEAD /CAPACITY PER MINUTE IY lJ L 1335 MES 4 _ a 57.51 11 137.139 1104141 16114111 14]MI63 11504161 14L11 S IIW116 IM411 11914111 111 77. M. Gal. Lim Gal. Ltra Gal , Lb Gal. I.ln Gal. L01 G41. Lars Gal. Ltf Gal. Lim G41. Lfq, Gal. Llv . GU. Lim Gal. Lb. Gal. Um. Gal. Lb 140 f 1.62 11.5 62 21 IN a 113 72 277 93 ]412 N 351 Sot 101 N 231 N 331 SI 220 ISS 611 165 W at III 42 10 1A1 132 $0 23 11 31 115 01 231 it 301 f0 3/1 loo 371 N 231 11 231 51 220 1" 111 151 172 41 111 13 If 4.41 1.1 A 1f F7 11 71 /S IM 64 ! IJ J14 11 JH 60 Ill 60 Ill is 321 112 i4l 1441 43 1J 20 1.10 S.S 1 3 IT 25 Is 36 IN 73 371 12 310 $1 U3 t0 227 $1 220 176 $15 144 630 lS 171 40 t 3 SS 1A2 1 30 Q 231 74 20 sl 2u sf 223 51 220 121 /k 133 SW /s I70 70 1.1! _ 13 211 Is 244 SS 264 Si 220 to 341 SI 221 171 !N 121 411 Is Ill w IL 9 30 111 46 111'. a - 172 55 211 IS 212 it no 105 #7 114 al IS 171 38 1 2 so IS2d _ 21 S/ 33 to 51 151 $I 210 so no 10 341 110 375 r4l Ill 60 141.21 15 $1 1 a 111 36 131 SI 221 71 at Is 32 !S Ill 1 2 70 21.34 10 lil to 31 3Z 111 $1 ill 10 2141. 15 Ill 36 191 to x31 11 ss 1s 171 a ix x 3a !s 'III 1 1 w I7A3 32 121 : 1 U 144 13 .1H'. 100 30.A 11 N 21 71 W 111 34 111 Moo 7 b 1 36 30 111 1 10 120 x.51 32 105 130 M to 31 Lock Vdq: 21A• 2r 19.2s 2y 241' 16• 31' K' Ir 1]' 116' ft' IR UT 100 30 — A 95 28 90 26 186, 4186 85 165, 24 80 4165 75 0 22 x 70 U 20 a 65 z 0 18 - 163, 4163 1B9 a 55 4189 0 16 50 14-- 45 12 40 140, 188, 35 4140 4188 10 30 185, �' 8 25 37 139 4185 20 4 10 2 5 43 48 98 161, 0 4161 US. GALLONS 10 201 30 4 50 601 70 90 100 11 10 120 1& 140 1150 160 LITERS 80 160 240 320 400 480 560 640 0 5. Al( ,1, 6k10/° /Y FLOW PER MINUTE 009927 ra_,! ti r J. Note: For Head Capacity on Model 112, industrial column - explosion pr000f pump, see FMO219. (� /p rrtorK :ToP ® Iozd.'s . Elegy= ioo.ce' � ■ 50� 14bsRr►� rn-► ./ ■ 6� Pit as ' / Ol �oopose� mo dw t x� BL sal.. 40 At/ C. 4or c2 ►xcz� n lac lr�;e access drive (,o, Na MQnR - pro poscd y add. �IO'f r o peSGC� .JCw ALtr .` To o� Cd.+creeSla6 a - 6 sr�✓fcc dco, Elet. 9s�83 � s�. 'lo P v c. 37,2.0!' dW 3, sec. ;- - 7 3o7 A /cam, c ,0 20 44-) 7A. e .To O ,233, of 7 or Access Box Threaded Plug Laleral Manifold Lateral turn -up detail Pg. 8 Of 10 Wisconsin DPpartmentofCommerce SOIL AND SITE EVALUATION Page _j__ of _ - 3_- .Division of Safety and Buildings in accord with Comm 83.05, 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 must County include, but not limited to: vertical and horizontal reference point (BM), direction and St. Croix percent slope, scale or dimemsions, north arrow, and location and distance to nearest road. - - -- - - - - Parcell.D.# 030-2040-20-00 APPLICANT INFORMATION - Please print all information. _ Personal information u provide may be used for yo p y secondary purposes (Privacy Law, s. 15.04 (1) (m)). Reviewed By Date Property Owner Property Location Wisconsin Telepho Co. Govt. Lot NE 1/4 SE 1/4 S 25 T 30 N,R 20 W Property Owners Mailing Address Lot # Block # Subd. Name or CSM# 221 W. Washin - 4th Floor 1 CSM Vol. 3, P &. 853 --- - - - - -- - - - - - -- City State Zip Code PhoneNumber (_j City [] Village ETown Nearest Road Appleton W1 54911 920 - 730 -5034 St.Joseph I County Road V New Construction Use: F Residential / Number of bedrooms 0 ❑Addition to existing building ] Replacement < Public or commercial describe Cade Derived daily flow 150 gpd Recommended design loading rate •5 bed, gpd /ft .6 trench, gpd /ftz Basal area required 300 bed, ft 250 trench, ft Maximum design loading rate .5 bed, gpd /ft' .6 trench, gpd /ftz Recommended infiltration surface elevation(s) 97.6' at 12" above 96.6' contour. ft (as referred to site plan benchmark) Additional design / site considerations Parent material Glacial Till Flood plai n e levation, if applicable NA ft S= Suitable for system Conventional Mound In- Ground Pressure AT -Grade System in Fill Holding Tank U= Unsuitable for system ❑ S N u N S❑ U ❑ S M U 0 S N U S N U O S N u SOIL DESCRIPTION REPORT Depth Dominant Color Mottles Structure GPD/ ft 2 _ Boring# Horizon in Munsell Qu. Sz. Cont. Color Texture Gr. Sz. Sh. Consistence Boundary Roots - Bed Trench 1 1 0 -13 1Oyr3 /2 None sit 2fsbk mvfr as 2f,lm 0.5 0.6 2 13 -23 10yr5 /4 None sil 2msbk mvfr cs Ifm 0.5 0.6 Ground 3 23 -32 1 Oyr4 /4 None sl 2msb mfr cw I f 0.5 0.6 elev -__ 96.15'ft 4 32 -48 1Oyr4 /4 m2d7.5yr5/8 scl lcsbk m 11 cw - 0.4 0.5 Depth to 5 48 -60 1Oyr4 m3p7.5yr5/8 sil Om mfr - - NP 0.2 pfe limiting factor 32' - Remarks: -- - - - - -- - - - - - -- - -- - 2 1 0 -10 1Oyr3 /2 None sil 2fsbk mvfr as 2f lm 0.5 0.6 2 10 -22 1 Oyr5 /4 None sit 2m sbk mvfr cs 1 f,m 0.5 0.6 Ground 3 22 -31 1 Oyr4 /4 None sl 2msbk mfr cw I f 0. 5 0.6 elev 9 h 4 31 -56 7.5yr4 m2d7.5yr5/8 st lcsb mvfi cw - 0.4 0.5 Depth to 5 48 -60 7.5yr4/4 m3p7.5yr5/8 sl Om mfr - - NP 0.2 pre limiting - -- _- - - factor 31' Remarks: -- CST Name (Please Print) Signature Telephone No. James K. Thomps 715- 248 -7767 ss A Addre.C.E. Soil & Site Evaluations Date CST Number Ref # 340 Paulson Lake Lane, Osceola, Wl 54020 3/9/00 3602 1187 P116PERTY OWNER. W nsin Telephone Co. SOIL DESCRIPTION REPORT Page 2 of 3 .-, PAkCEL , L 030-2040-20-000 A.C.E. Soil &- Site — Evalu — atimns 'Color Mottles Structu D?p th Dominant S T exture re GPDfft2 Horizon �ce� Bound Roots Tf— in. Munsell u. z. Cont. Color Gr. Sz. Sh. sisten Bed re�ch 3 1 0-10 1 Oyr3/2 None A 2fsbk mvfr as 2f lm 0.5 0.6 ------ - - - - -- - - - - - ---- - --- ---- - ----7 - ---- 2 10-20 1 Oyr5/4 None A 2msbk rn v fr cs I f 0.5 . 0.6 Ground --- elev 3 2030 1 Oyr4/4 None sl 2rnsbk mfr cw 117 0.5 0.6 96.92'ft 4 30-38 7.5yr4/4 m2d7.5yr5/8 sl I csbk Mvfi cw 0.4 0.5 Depth to 0.2 pre 5 38-62 7.5yr4/4 m3p7.5yr5/8 sl Om mfr NP -- - limiting factor 30" Remarks: Ground elev Depth to limiting factor Remarks: Ground elev Depth to firnifing factor Remarks! Ground elev Depth to limiting factor Remarks: 233. o/ ens marK -To,P o{'feLe�4+�o.�� ® ped,'s .Elegy!`= 1 0 0 'a I � ■ 50� I © bser �-£ on / 82- �xsthol Al ferna.�eQp(:�o of - 4c;irk;e3' access d rive Nll Lo — nee. e sfa a -� Man!tg �y Se4 yr Ge door. 95 83 ,4gRcmed e, le,- _ 37,1.0/' wn�r� ca�•or, 2.Z/ W. GJaa,);� rm fie kvSEYy, Sec. .233o/ PRESSURE DISTRIBUTION CALCULATIONS Dispersal cell Width (A) 4 ft Length (B) 20.0 ft Lateral specifications Number laterals 2 Orifice/lateral 13 holes Lateral length (P) 19.00 ft Orifice diameter 0.125 in Lat. dis. rate 5.36 gpm Sys. dis. rate 10.72 gpm Orifice spacing (X) 19 in Lateral diameter Pipe diameter Design options Design choice Designer must 1 in x Place X in red X' one choice 1 1/4 in x box of chosen from the options 1 1/2 in x diameter. provided. 2 in x x 3 in X Manifold diameter Pipe diameter Design options Design choice crab 1 in x "X" one choice 1 1/4 in x Place X in red from the options 1 1/2 in x box of chosen provided. 2 in x x diameter 3 in x 4 in x Distribution system contains: 2 Lateral(s) LATERAL DIAGRAM - END CONNECTION Place correct lateral diagram by clicking in one of the drawings at right and dragging the diagram into this area. L aterals centered over the dimension = Turn -up vri'bsll valve or oleanoutplug P .I All laterals are identical IE X— >I Holes drilled on the bottom of the lateral S equally spaced -- . � Force main connection via tee or cross to manifold at any point. Laterals & force main of PVC Sch 40 (per COMM Table 84.30 -5) Lateral length P 19.00 ft ( ) Lateral spacing (S) 2.00 ft Orifice spacing (X) 19 in Manifold length 2.00 ft Orifice diameter 0.125 in Lateral diameter 2.00 in Forcemain diameter .00 in ��c� At-ex. .-coT. Project: Ameritech - Houlton relay exchange building O Transaction Number: �Q Page 4 of 10 Wisconsin Department bf Commerce SOIL AND SITE EVALUATION Page 1 of 3 Division of Safety and Buildings in accord with Comm 83.05, W is. Adm. Code A.C.E. Soil &Site Evaluations Attach complete site plan on paper not less than 8'/= x 11 inches in size. Plan must County include, but not limited to: vertical and horizontal rqfer rrce point (BM), direction and St. Croix percent slope, scale or dimemsions, north arro Kko.iocation and distance to nearest road. parcel I.D.# APPLICANT INFORMATION P/eise print ag information . 030 - 2040 - 20-000 Personal information you provide may be us r Secondary {Stxpgses'(Privacy Law, s 15.04 (1) (m)). iew@d By Date 0 -Z`E' LWD Property Owner Rroperty Location r y ? '' Govt. Lot NE 1/4 SE 1/4 S 2 5 T 30 N,R 20 W Wisconsin Telephone Co. , t �' l Property Owners Mailing Address ST C .0t # Block # Subd. Name or CSM# 221 W. Washington - 4th Floor ..Y 1 CSM vol. 3, P . 853 City State �tp,lsod� City Village M Town Nearest Road Appleton WI _j 920 - 730 - 5034' St.Joseph ` County Road V New Construction Use: F� Residen of bedrooms 0 ❑Addition to existing building ❑ Replacement E Public or commercial describe Code Derived daily flow 150 gpd Recommended design loading rate .5 bed, gpd/ftz .6 trench, gpd/ft Basal area required 300 bed, ft' 250 trench, f1 Maximum design loading rate .5 bed, gpolftz .6 trench, gpd/ft Recommended infiltration surface elevation(s) 97.6' at 12^ above 96.6' contour. ft (as referred to site plan benchmark) Additional design / site considerations I Parent material Glacial Tilt Flood plai n elevation, if applicable NA ft S for system Conventional Mound In Ground Pressure AT - Grade System in Fill Holding Tank U=Unsuitable for system E] S® U N S❑ U ❑ S N U ❑ S ®U ❑ S N U ❑ S® U SOIL DESCRIPTION REPORT! Depth Dominant Color Mottles Structure GPD/ft goring# Horizon in. Munsell Qu. Sz. Cont. Color Texture Gr. Sz. Sh. Consistence Roots Bed Trench 1 0 -13 10yr3/2 None sil 2fsbk mvfr as 20 0. 0.5 0.6 5 2 13 -23 10yr5 /4 None sill 2msbk mvfr cs 1fm 0.5 0.6 5` Ground 3 23 -32 10yr4/4 None sl 2msbk mfr cw 1f 0.5 0.6 5 elev 96.15'ft 4 32-A8 IOyr4 /4 m d7.5 518 scl Icsbk mfi cw - 0.4 0.5 Depth to 5 48 -60 1 Oyr4 /4 m3p7.5yr5/8 sil Om mfr - - NP 0.2 P limiting factor 32' Remarks: 2 1 0 -10 1oyr3 /2 None sil 2fsbk mvfr as 2f,lm 0.5 0.6 •5 2 10 -22 10yr5 /4 None sil 2msbk mvfr cs 1 fm 0.5 i 0.6 5 Ground 3 22 -31 1Oyr4 /4 None sl 2msbk mfr cw if 0.5 0.6 • S� elev 96.21'ft 4 31 -56 7.5yr4/4 m2d7.5yr5/8 sl Icsbk mvfi cw - 0.4 0.5 Depth to 5 48 -60 7.5yr4/4 m3p7.5yr5/8 sl Om mfr - - NP 0.2 limiting factor Remarks: CST Name (Please Print) Signature Telephone No. James K. Thompson / 715- 248 -7767 Address A.C.E. Soil & Site Evaluations Date CST Number Ref # 340 Paulson Lake Lane, Osceola 54020 3/9/00 3602 1187 i PROPERTYOWNER- Wisconsin Telephone Co. SOIL DESCRIPTION REPORT »e7 Page 2 of 3 PARCEL LDJ 030 -2040 - 20-000 A.C.E. Soil & Site Evaluations Depth Dominant Color Mottles Structure GPD/ft Horizon Texture sistence Boundary in. MunseH Qu. Sz. Cont. Color Gr. Sz. Sh. Roois Bed Trench 3 1 0 -10 10yr3 /2 None sil 2fsbk mvfr as 2f,lm 0.5 0.6 .5 2 10 -20 10yr5/4 None sil 2msbk mvfr cs Ifm 0.5 0.6 ' 1 Ground elev 3 2030 10yr4/4 None sl 2msbk mfr cw if 0.5 0.6 'S 96.92'ft 4 30 7.5yr4/4 m2d7.5yr5/8 sl lcsbk mvfi cw - 0.4 0.5 Depth to 5 38 -62 7.5yr4/4 m3p7.5yr5/8 sl Om fr m - - NP 0.2 limiting factor 30' Remarks: Ground elev Depth to limiting factor Remarks: Ground elev Depth to limiting factor Remarks: Ground elev Depth to limiting factor Remarks: 233. en mnrK :Tod o�'2LeCeo.lwnC cz ■ 50;1 ©kwtbAort �/ ■ 4/ p't 3 / e� Ex ' ✓ Alierno-440(.-T - ealp Fac�I:F:e� access drive (,p, M anag� LopCrt C Sla b Q Sac ce dcor. _ 9"183 • /� 'A SSL . med elm - 37•Z•0/' 37,2.0/' 2?J W, (,Jas llEl'yS£1�y, Zee. 1G, - rjoof 2 0 a{ . Croix .233. of OOCUM*9W NO, iTAtt s vA i�x? D>asD roAM • 1 /� •(A/ K F y. YOB. `7 [ A i Rlr V Me SPACC XNAINV[Y ran AtCOwDINO QLTA i 362360 { �, Det:d LaVerne Anderson A.Wk �_ REGISTERS OFFICE �! i lave ns .Anderapn...=d..zUzAbeth. a,..%Isdezaoa....SwrDuad.... .. ST C"X 010. WIL ji ! !! ; -41F �4 tr., t.(!.e „........... „____ _ .. „» . „. „ »......-- :-- - - - - -. N : Reed. for Rewd fit 17th f I G - ............. _.........._._...._ .._�.... Grsnros coaveyc and warrana to ....WitCOnait;.TtlRlapbOite (O1D�1ats,- ,.„_, „„ 1 � of T __,_,_ IPL 1. W uV s ..G� For± 4.� apt.....•..._....... _....._ _ .. ........._ ...................._ at } i _.. „. ..»._.....„....._..._ ...... ............................... ._.._-_-- _.-_.... ».._..__..y.._Gennter.„ � � • { I for a valuable consideration . -......._._...._.. ........ _-_- _-- --_ -_r „_ ..._..._ ....._. „....._ -.___ � A�'jidw R�i-O ��lfNlwr �i the fogowing described tut estate in.....$t...�Z03Z ___._. _ _..„ _ ..._.._ . Cottnty, 7 State of 'Wisconsin: ���A1A ✓n►r { + s+..T. �� - � - ��I Tu Key alt_ __ _ _ _ _ This is - Not.__._. homestead prepeny. I 1 ` f Part of the Northeast one - quarter (NFFtt) of the Southeast one- quarter 000 tl of Section Twenty -five (25), Town Thirty (30) North, Range Twenty (20) �� West described as follows: Lot One (1) of certified survey map, filed i August 22, 1979 in Volume Three (3), Page 853 asi Document No. 359280 St. Croix County, Wisconsin Exception to warranties NoQe I� Fsecuted At.... St. Joseph Township_.--------- ...... this...-_..- ..... January 80 .l ... .day of....._...._..._..._... ».__.._ ...__.. 19_„ .. { BiONBD AND SFALLD 1�2- ��PBEas:NC1t /)F ....... ... .- '�r.. 1cL.l...L.! ... ._...($�1.� r LaVerae Ande A A If _ ...................... .....__.._ Laverne Anderson _ _._..._ _ _ . _. _...._ _ - ... „.._ �__... »_.._ .------ ---. - - -.. -- .. - - -- .(SEAL) { ` �: .... ............ .....(SEAL) - - - - -- _ - - -•- ' C _ _..........._....---..--_------------ -------- ......_.........._..__„ _ _ : I , izab A Anderson l -- _' -_ _..._._ „.__...__ »» _ _ _ ..._ _....(SEAL) f Signatures ..................__ ................._ __ - _ —_ _...._.._. „.. _ _ _ _ _ ..- ....... -----•- ..................... .—_�__.... -- ............................_.. ..w... „_.. _ . _ __ . i a+l y thenncatcd thts ...... day of_ ____._.._. __.. -_. 19 j „_..._.�._..._........__.._ .» . „.._.._.. „. _ ._.. _ ._ 1 Title! Member State Bar of Wisconsin or Other Party C Authnri-ed under Sec. 706.06 viz........._._ . .............................._ ._..... i s OF WISCONSIN i t ii ss: t : St . Croix ..... . County. ' r :xl/rni, IIerv,na!ty came bef „ re me, this... --- .- -!'. - -- .......... day of ..... ...... IY......._.._.. ,,�s..,. ; 1uti..,�Q F9�,._, :he ihr,se runed . X+ aVe]cne .�lpder�o�n AjH�A_Laverae Anderson and . Elizabeth A: _�41ttrt�svta.,�, t '. :._ me know - ;t t. be F sera „n s _hc, e I - - 4 _ _..,-rd .... _ c g_...a I :.an,l�. nd a k,r.twledged xhe same ��\ • ' THIS INSTRUMENT WAS DRAFTED BY - - -- /..,.. .. - .- ... ..._ :� -• .�•- , F..3._ Reene - _Attorne _...- James _T. - Barret#,,.,- c� I” _ ___� f w;rnesses is op;i-;naL v.marc P:.Iblic, State of- .... -... _ ......... ...... ,.... p�� Wis. . sF � 7tiJCa9a' i tfv cr :amissinn !ex[+. -es) � ..Aec�._ ,- ..198Q_ ........._.- ... -.. r_ ,; penins si.4n rK .n a caFe:ity shcr,E +; ! c rrt . +ti.l„ ! F,_:ow ..leit signatures. –�, — r'.10 F: 11 th 01 M 1�( W!s” n In L•:- A Blank C,,Inna nv w l ncr s� ry r>F s;n FORM No — Intl x wy,I : r.. Wi , t a <,1, sIng . 9 CERTIFIED SURVEY MAP t , 0 Ip FILED f� 1UG co �s 0 , X97 �okr„ . , C O O S� Y' ~ CURVE DATA TABLE 1V1ao�'ki CURVE RADIUS CHORD CHORD CENTRAL N0. LENGTH LENGTH BEARING ANGLE 1-2 667. 00' 230.48' S 19 . 19 0 53'54" APPROVED 3 -5 583.00' 375.34 N10 0 51'06 "W 37 3 -4 583.00' 87.27' S25 0 20'14 "E 8 0 35'06" AUG 15 1979 4 -5 583.00' 291.66' S 6 0 33'33 "E 28 ° 58'16" 6 -8 550.00' 354.09' N10 0 51'06 "W 37 ° 33'22" `tax ` . 6 -7 550.00' 287.41' N 7 0 13' 11 "W 30 ° 17'32" COMA,t:H;NWE PARKS f'IAN, ii. 7 -8 550.00' 69.68' N25 7 °15'50" AND zoruHC Cofj«IrTEE 9 -10 700.00' 122.05' N24°37'42'W 10 0 00'10" � � I PPROVAL OF THIS MINOR SUEDIVISI N OES NOT MEAN APPROVAL F E ►/4 COR. 1 33' so'� R SEC.25,730N, NLDING SITE OR SEPTIC SYSTEM, _ _ _620W I fER TO 1162.20. - _I C. T. H. =E-" - �, - - - -v - - 200.00' - NOTE: HOLDING TANK REQUIRED ON LOT 1 . O ACREAGE TO M 01 i k SCALE I" = 200' LOT 1 = 1.925 ACRES w MIME . s �. LOT 2 = 6.372 ACRES o A �, I ;Y I 0 100 200 400 LOT 3= 3.306 ACRES c O LOT 4= 3.274 ACRES " 233.01' WI _I I v • = IRON PIPE FOUND. °1 W.LINE NE t - 133'31 0 =SET I "BY24 "IRON PIPE WEIGHING I I 10 ° 54'03 "E 53'29 " E 300. 1.13 LBS. PER LINEAL FOOT. 122.41' ; 1 w s NOTE DRIVEWAY FOR LOT TO BE BUILT I I I "�'° ADJACENT TO THE SOUTH LINE OF I;��I ° m, . LOT. CAUTION: SOILS MAYBE UNSTABLE I ^ I w ` DUE TO PROXIMITY OF POND. POND I w v 1 z 4 I 01 z a 3.021 ACRES. N29 °3747 ° W ` v I I 88.00' �, I 1 N89 420.12' N89 ° 53'29 "E 744.43 � \ 7 \ 4 384.63 '711. 43' 01 33' 50' a0 N 89 0 12'06 "W 17.00 1 i 1 N �p i 12.52' l , 3.019 ACRES I , 1 3 _L" 2 POND 1 50' 50'1 EXISTING'EASEMEN M 0 I tm .,^° I I SEE v 5.979 ACRES ~ I o ` 1 ENLARGME 1 81, N 1 0 95' . 44.5(3: 1 6 5 ° N I I I O 1 M II -12 =R 265.0 I I i3 -14 =R 235.00' I *- �3 7.00' 695.10' SO.QO' I I I N7 055'35 "E 1 33.33 S89 ° 53'29 "W 1135.43 I R. R. SPIKE 88.35' 1 I I I I OUTH LINE NE 1/4 - SE 1/4 1 50 , 41.25' TOWN RC 1 0,1 ' v „J. pace 53 . _ I t'o11. hioi¢ Sop , i'PAt id- E H_115 Rev.9/78 LCT I Lrsv c Py‘„)&-71.s e..e REPORT ON SOIL BORINGS AND PERCOLATION TESTS • .ti • WISCONSIN DEPARTMENT OF HEALTH AND SOCIAL SERVICES P.O. BOX 309, MADISON,WISCONSIN 53701 LOCATION: r`�C�/., `. %, Section Z`-) ,T 3D N,R Efe4W,Township or•Mnn+eipelity !�T. Sb serr.N Lot No. , Block No. County . "1"-• are-o} C ubdivision Name Owlaor+/Buyers Name: W N. `-y C ,"GIN 1 r5. E.) .etG.Ut —)kip t3;4SV 4%AIIh."t1 Y.U/*'1 4130 Mailing Address: V"1 I LfrU Oft)bG. a (.V 1 . S3ZAZ TYPE OF OCCUPANCY: Residence- No.of Bedrooms COMMERCIAL X. EFFLUENT DISPOSAL SYSTEM: NEW X REPLACEMENT ALTERNATE SYSTEM OTHER DATES OBSERVATIONS MADE: SOIL BORINGS / 1 7 y/7 9 PERCOLATION TESTS SOIL MAP SHEET y) NAME OF SOIL MAP UNITfIAJAM/Pi - MuT)E PERCOLATION TESTS 0Trt�'� L-r si I TEST DEPTH CHARACTER OF SOIL HOURS WATER IN TEST TIME DROP IN WATER LEVEL,INCHES RATE NUM- INCHES THICKNESS IN INCHES SINCE HOLE HOLE AFTER INTERVAL MIN/IN BER 1ST WETTED SWELLING IN MINUTES PERIOD 1 PERIOD 2 PERIOD 3 P- ).Jo 'PER-C. TL'ti ii -)1=. "re, MDT-7 L 1IU c=, 1=a+4-b /N vole. 1 P- I t' t)' CU SOIL BORING TESTS /� TEST TOTAL DEPTH DEPTH TO GROUNDWATER, INCHES CHARACTER OF SOIL WITH I (IE,S ,'C0 R, TEXTURE,MOTTLING AND DE ROCK NUMBER INCHES OBSERVED ESTIMATED HIGHEST IF OBSERVED IN INCHES B- I b, 1$ 5 k►ol- 341tow., Ts,B;lab s;/. Sly:Ala sl(Ear itocresl,y ;C.is// le: B- , R S . Cr-. 3 CHID /kr VS" 1 /ar• LM>ETs) e- 'Z " 'z, 66 rn.Tli 36 Ts,3 : . s;I.513:it& S c 7 -o r ) ,ZO B- 3 -, Z 1. o1.r m " 'I -71. LR : m s;/. go: it e,3-11 CsA'T+-•fzan�. ZY B- L4 66 1.>co/..+H 7 6 4 T5.%: ea sir. 1441 b?a 31, WI 8.5, JO; B- R. SgG-. B3 R S1. CZ- PLAN VIEW (Locate percolation tests,soil bore holes and suitable soil areas.) Indicate on the plan the location and square feet of suitable areas. Indicate number of square feet of absorption area needed for building type and occupancy Indicate scale or distances. Give horizontal and vertical reference points. Indicate slope. 1.1o`T S1b 1 T-N3sLe FtR &b.r. iresowA7>o ii Co►t1aCt. Qra44onta►4 1toI.J�Mrc 7714 ri opt To * r Y -T - 141110041T-rrII3toRc -- se�c. -Ls -1 — 5 - - - ----- - -- - - - - - - -- �' I. • e.-t.w v :$2.11• • / gam. 1" / _ {' _ ! po►Na . ' V ill‘ . — _44 f Q �� W° I r'' .11 b t 114, r 'vivo e� i Err I R3 �. 1 1 E. . 3Ch -E VL=bvi . I,the undersigend,hereby certify that the soil tests reported on this form were made by me in accord with the procedures and methods specified in the Wisconsin Administrative Code,and that the data recorded and location of test holes are correct to the best of my knowledge and belief.li Name (print) I tZ rirL'TZ L - k)_ � Certification No. -�7Ia' Address SZQV`t�T Z. CL•LSINiOR.T111 1v/ S'eoii Name of installer if known a ,�"Signature Copy A— Local Authority CST �,/�,04•' ii-L•Tvr 1 o P Z EH .115 Rev.9/78 .r REPORT ON SOIL BORINGS AND PERCOLATION TESTS • WISCONSIN DEPARTMENT OF HEALTH AND SOCIAL SERVICES P.O. BOX 309,MADISON,WISCONSIN 53701 LOCAT ION:NL.Y.,% 7/.,Section Z, ,T3°N,R '{-{4ar.)W,Township or#Mu+iaipality `ir. Sas��P44 Lot No. , Block No. County Sr. CIZ,C)iX Subdivision Name OwwaiadBuyers Name: SN1%C,4.)ti:1nci T�/..rtattiwL- f b . Mailing Address: TYPE OF OCCUPANCY: Residence No.of Bedrooms COMMERCIAL - - EFFLUENT DISPOSAL SYSTEM: NEW REPLACEMENT ALTERNATE SYSTEM OTHER DATES OBSERVATIONS MADE: SOIL BORINGS PERCOLATION TESTS SOIL MAP SHEET NAME OF SOIL MAP UNIT PERCOLATION TESTS TEST DEPTH CHARACTER OF SOIL HOURS WATER IN TEST TIME DROP IN WATER LEVEL,INCHES RATE NUM- INCHES THICKNESS IN INCHES SINCE HOLE HOLE AFTER INTERVAL MIN/IN BER 1ST WETTED SWELLING IN MINUTES PERIOD 1 PERIOD 2 PERIOD 3 P P- P- P- P- P- SOIL BORING TESTS TEST TOTAL DEPTH DEPTH TO GROUNDWATER,INCHES CHARACTER OF SOIL WITH THICKNESS,COLOR, TEXTURE, MOTTLING AND DEPTH TO BEDROCK NUMBER INCHES OBSERVED ESTIMATED HIGHEST IF OBSERVED IN INCHES B- S 56 ,mac-iv.r n.„r at,3L n 71. , d- VA si J.Ld :TS. S r C.-1 g' B- G 6.7 1.41Gr.,L? . 32- •• Tc, 1 ; $n sl/, Sli ; R,734 t I . f f B- 7 -1 2. I.YyL, e 23 S, 6 : $a s,/. ?v; 3Z13n s I , 32 B- (EZ -7 1. Ia.08/ %. .- 3! "Ts.-7;f36si(•38 : s1,9.6. s,IISATt.•r++rs.-04:51,5a 8- -7 1_ NbX..11✓ •. s :33 `• 73. R;Basilfiv; izasl,3;SsGi-, v5 112E40, Z. B- Na 4 i~ u4.- 7 4/s^ Ts,.: a sd. 1): G.- L,6:C 0, cc ; aji _Cocci-, PLAN VIEW (Locate percolation tests,soil bore holes and suitable soil areas.) Indicate on the plan the location and square feet of suitable areas. Indicate number of square feet of absorption area needed for building type and occupancy ,Indicate scale or distances. Give horizontal and vertical reference points. Indicate slope. —r — _ 1 rti _i___ " tN 1 1 1 . - _ - _ I, the undersigend,hereby certify that the soil tests reported on this form were made by me in accord with the procedures and methods specified in the Wisconsin Administrative Code,and that the data recorded and location of test holes are correct to the best of my knowledge and belief. j� Name (print) ��►�I1oS2 L ' v�/er�'�C'32 Certification No. S-)C' Address )..T'I 2. EZ- ii,a , -Th, LC)/. S Ycai i Name of installer if known /J� Copy A— Local Authority CST Signature(.,<�iL/'1fu..1 L4f....- 547- z t'ir a