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HomeMy WebLinkAbout004-1034-10-200 St. Croix County Planning and Zoning Tuesday, July 03, 2007 at 10:09:42 AM Detail Sanitary Information Page 1 of l Computer #: 004 - 1034 -10 -200 Sub /Plat: NA Section: 15 Parcel #: 15.28.15.227B Lot: 1 TN /RNG: T28N R15W Municipality: Cady, Town of CSM: Vol. 18 Pg. 4686 1/4 1/4: N 1/2 NE 1/4 Owner: Moldenhauer, Ron 382 310th Street Wilson, WI 54027 State Permit: 374922 Issued: 08/21/2000 POWTS Dispersal: At -grade Permit: New County Permit: 0 Installed: 09/29/2000 POWTS Detail: NA Bedrooms: 3 WI Fund: POWTS Pretreatment: NA Notes Issuer /Inspector As Built Plumber Other Requirements Additional Notes Money Owed Kevin Grabau >4/1/00 - Not Required Stang, Joe house split from 40 acres in 2004 CSM $0.00 Kevin Grabau Signed Off: Yes Maintenance Scheduled Pump Date Pumped 1st Notification 2nd Notification 3rd Notification 4/28/2005 4/28/2008 ,3 gg� e I �p ( 4 VOL18 PAGE 4686 E . d M W1 6 KATHLEEN H. W' - - - -- REGISTER OF DEEDS ST. CROIX Co., MI RECEIVED FOR RECORD y, +t ;E i 01/05/2004 11:30AM CERTIFIED SURVEY MAP COPY FEE: 3.00 PAGES: 2 CERTIFIED SURVEY MAP Audrey Motdenhauer Located in the Northeast 1/4 of the Northeast 1/4 of Section 15, T 28 N, R 15 W, Town of Cady, St. Croix County, Wisconsin. APPROVED ST. CROIX COUNTY Plannino Zoning and Parks Committee JAN 0 5 2004 SG10NS "v 00%,8 it not recorded -mwn 30 days of .f\ opGn� approval daig shall be MW 1-^u < E AIMTLJc M PHY NOWHEASTCORA& " ef ,7,3 * ow SE CTION I5, T28NR15W ,� ELPENVILLE. ^ 0 392 310th Street (FOUND COUNTYB�RNTSEN A— Wilson, W1.54027 $UR(/EYNAIL) 3 DA °pQ 200co��° U NPLATTED LANDS oo • AUGUST 20, 2003 18 S o ' " 545.58' do 3� o; nr LOT 1 sepe� .Well ! N " 3 3 a 3.500 ACRES OR 152,464 SQ. FT. O o iy H W �I N (INCL. R/W) 3.288 ACRES OR 143,242 SQ. FT. ti C-4 Z. (EXCL. R/W) <' do km 33' e33' 512.58' - , SAU7N LAC AF V41 L14 N 89 °5856" W 545.58' CERTIFIED SURVEY MAP o VOLUME 16, 4435 N EASrQUARMRCORA& SECTION 15, T28 N, R 15 W (FOUND PrWNPIPIEJ 7pl� q�L LEGEND 5 Indicates 1 "O.D. x 18" Iron Pipe Set (Min. Wt. - 1.131bs./lin. ff.) SCALE IN FEET 1"= 100' • Found 3/4" Iron Rod 100 90 0 100 Section Comer Monument BEARINGS ARE REFERENCED TO THE EAST LINE OF THE 0 NE 1/4 OF SECTION 15, ASSUMED BEARING N 00'25 22" E. (as noted) — x — Indicates Fence This Instrument Drafted by Mark W. Peavey SHEET 1 OF 2' Vol 18 Page 4686 Parcel #: 004 - 1034 -10 -200 07/03/2007 10:00 AM PA 1 OF 1 Alt. Parcel #: 15.28.15.2278 004 - TOWN OF CADY Current X ST. CROIX COUNTY, WISCONSIN Creation Date Historical Date Map # Sales Area Application # Permit # Permit Type 01/05/2004 00 0 Tax Address: Owner(s): O = Current Owner, C = Current Co -Owner O - MOLDENHAUER, TODD R TODD R MOLDENHAUER 382 310TH ST WILSON WI 54027 Districts: SC = School SP = Special Property Address(es): ' = Primary Type Dist # Description * 382 310TH ST SC 5586 SPRING VALLEY SP 0100 CHIP VALLEY VOTECH Legal Description: Acres: 3.500 Plat: 4686 -CSM 18 -4686 004 -04 SEC 15 T28N R15W NE NE CSM 18 -4686 LOT 1 Block/Condo Bldg: LOT 1 (3.5 AC) Tract(s): (Sec- Twn -Rng 40 1/4 160 114) 15- 28N -15W NE NE Notes: Parcel History: Date Doc # Vol /Page Type 02/12/2004 754085 2508/384 WD 01/05/2004 750726 18/4686 CSM 11/14/2002 698389 2046/398 TI 07/2311997 441/357 2007 SUMMARY Bill #: Fair Market Value: Assessed with: 0 Valuations: Last Changed: 09/07/2005 Description Class Acres Land Improve Total State Reason RESIDENTIAL G1 3.500 38,500 42,700 81,200 NO Totals for 2007: General Property 3.500 38,500 42,700 81,200 Woodland 0.000 0 0 Totals for 2006: General Property 3.500 38,500 42,700 81,200 Woodland 0.000 0 0 Lottery Credit: Claim Count: 1 Certification Date: Batch #: Specials: User Special Code Category Amount Special Assessments Special Charges Delinquent Charges Total 0.00 0.00 0.00 Parcel #: 004 - 1034 -10 -000 06/21/2005 10:45 AM PAGE 1 OF 1 Alt. Parcel #: 15.28.15.227 004 - TOWN OF CADY Current ST. CROIX COUNTY, WISCONSIN Creation Date Historical Date Map # Sales Area Application # Permit # Permit Type 04/05/2004 00 0 Tax Address: Owner(s): " = Current Owner * MOLDENHAUER, AUDREY J AUDREY J MOLDENHAUER 392 310TH ST WILSON WI 54027 Districts: SC = School SP = Special Property Address(es): * = Primary Type Dist # Description " 392 310TH ST N SC 5586 SPRING VALLEY SP 0100 CHIP VALLEY VOTECH Legal Description: Acres: 40.000 Plat: N/A -NOT AVAILABLE SEC 15 T28N R1 5W 40A NE NE Block/Condo Bldg: Tract(s): (Sec- Twn -Rng 401/4 1601/4) 15- 28N -15W Notes: Parcel History: Date Doc # Vol /Page Type 11/14/2002 698389 2046/398 TI 07/23/1997 441/357 2004 SUMMARY Bill #: Fair Market Value: Assessed with: 55337 Use Value Assessment Valuations: Last Changed: 05/24/2004 Description Class Acres Land Improve Total State Reason RESIDENTIAL G1 5.000 13,000 85,200 98,200 NO AGRICULTURAL G4 34.000 2,000 0 2,000 NO UNDEVELOPED G5 1.000 100 0 100 NO Totals for 2004: General Property 40.000 15,100 85,200 100,300 Woodland 0.000 0 0 Totals for 2003: General Property 40.000 15,400 85,200 100,600 Woodland 0.000 0 0 Lottery Credit: Claim Count: 1 Certification Date: 04/17/2001 Batch #: 511 Specials: User Special Code Category Amount Special Assessments Special Charges Delinquent Charges Total 0.00 0.00 0.00 Wisconsin Department of Commerce PRIVATE SEWAGE SYSTEM Count y Safety and Buildings Division INSPECTION REPORT St. Croix GENERAL INFORMATION (ATTACH TO PERMIT) Sanitary Permit NO-: Personal information you provice may be used for secondary purposes (Privacy Law, s.15.04 (1)(mg. 374922 Permit Holder's Name: ❑ City ❑ Village ❑ T n of: St to Plan ID No.: Moldenahuer, Ron Cady Township 4 �►I z�s = T . 16. CST BM Elev.: Insp. BM Elev.: BM Description: I' fxarcei Tax NO.: oD.p' M.o� CST - ►M* r 004- 1034 -10 -000 TANK INFORMATION ELEVATION DATA TYPE MANUFACTURER CAPACITY STATION BS HI FS ELEV. Septic c left L6 M Benchmark 0 u t cro • - 0 Dosing L5 t� Alt. BM Aeration Bldg. Sewer os RS•8S r Holdi St /Ht Inlet 6- 30 9s• -' TANK SETBACK INFORMATION St/ Ht Outlet <--_ TANKTO P/L WELL BLDG. Air to I ntake ROAD Dt Inlet ir Septic -7 5 - 0 f — NA Dt Bottom q.q2 -ff. Cjg' Dosing o r � I Z NA Header/Man. /o l o 4 -9 0 Aeration NA Dist. Pipe - / 3 to �. -1-Tr Holding Bot. System PUMP/ SIPHON INFORMATION Final Grade -- oe Manufacturer o ,/ Demand St cover Model Number :tt— 9'a 11)3�GPM ff—cf TDH Lift Friction System TDH I�•0OFt Head Forcemain Length 1 / Dia. 2 " Dist. To well SOIL ABSORPTION SYSTEM it BED/TRENCH width r Length o O T PIT No. Of Pits Inside Dia. Liquid De D IMEN S IONS D I DIMENSION SETBACK SYSTEM TO P / L BLDG WELL LAKE/STREAM LEACHING INFORMATION Type Of } �S ' j V O A MIT model Num System: DISTRIBUTION SYSTEM Header //M Id N DistributionPipe(s) , i 4 x Hole Size x Hole / S�acing Vent To Air Intake Length 2 Dia. Length �L(ci —� Dia. ! — Spacing 3 4 0� 3 /Z SOIL COVER x Pressure Systems Only xx Mound Or At -Grade Systems Only Depth Over Depth Over xx Depth Of xx Seeded/ Sodded xx Mulched Bed/Tr nch Center Bed/ Trench Edges Topsoil ❑ Yes ❑ No ❑ Yes ❑ No COMMENTS (Include code discrepancies, persons present, etc.) Inspection #1: Inspection #2: t Location: 382 310th Street, Wilson, WI 54027 (NE 1/4 NE 1/4 15 T29 15W) - 152815 2� l.) Alt BM Description= VT - �+1� S� Lt) 2.) Bldg sewer length= ZV / - amount of cover = 3b H e , PIi revi Ion er qu wed Yes • -�/ Use other side for additional information. bq Zc ob 7� SBD -6710 (R.3/97) Date Inspector's Signature Cert. No. JL 3g 2 Sanitary Permit Application Safety & Buildings Division In accord with Comm 83.21. Wis. Adm. Code 201 W. Washington Ave. ��SC�hsln See reverse side for instructions for completing this application PO Box 7302 Personal information you provide may be used for secondary purposes Madison. WI 53707 -7302 Department of Commerce (Submit completed form to county if not [Privacy Law. s. 15.04(1)(m)J state owned.) Attach complete plans (to the count) copy only) for the system, on paper not less than 8 -1/2 x i I inches in size. County State Sanitary Permit Number ❑ Check if revision to previous application State Plan 1. D. N tuber 1 . Leos z2 f6kr> rtrr- z9s I. Application Information - Please Print all Information Location: Property Owner Namee Property Location F I /4 (VI T �O,N,R�- 1? Property Owner's Mailing Address " °` Lot Number Block Number 3 t2 3�oh Sr' City, State Zip Code Pho Subdivision Name or CSM Number 'I Sovf Lv' 5 a2 .L ,o Q II Type of Building: (check one) ❑ city lip (Y I or 2 Family Dwelling— No. of Bedrooms: ❑ Village Cl Public /Commercial (describe use): 1x� 6 Town of LI State -owned F' III Type of Permit: (Check only one box on line A. Chec on 13 i ' "kcable) Nearest Road :316 A) 1. ew System 2. ❑ Replacement 3. ❑ Rkit ment of G o d to Parcel T x Nu bens S stem Tank tr . 1ru sX Exi stem B) Permit ttttiep�...,, _._. "�� "� / Date Issued /5 ❑ A Sanitary Permit w previously issued `�. IV. Type of POWT System: (Check all that apply) �^ o�a ❑ Non - pressurized In- ground El Mound ❑Sand Filter ❑Constructed et1 d ed In- ground ❑ Holding Tank ❑ Single Pass ❑ Drip Line At -grade 0 Aerobic atment Unit , ❑ Recirculating ❑ t r: 0 _ ` 0 - - V Dis ersabTreatment Area Information: 1. 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 Capacity in Total # of Manufacturer Prefab Site Steel Fiber- Plastic Information Gallons Gallons Tanks Con- Con- glass New Existing crete structed Tanks Tanks - Se UG ,' �Jw zs��. -� ❑ ❑ ❑ 13 ��_U ❑ ❑ ❑ ❑ VII Responsibility Statement I, the undersigned, assume responsibility fo nstallation o t e POWTS shown on the attached plans. Plumber's Name (print) Plumb s Signature( s ps): 4APlMPRS No. Business Phone Number Plumber's Address (Street, City, ( )Rate. Zip C e) p VIII County/Department Use Only ❑ Disapproved Sanitary Permit Fee (includes Groundwater Date Issued I IsAling Agent S' ature (No stamps) %Approved ❑ Owner Given Initial Adverse Su harge Fee) � Determination 3a2S. 6 0 IX. Conditions of Approval /Reasons for Disapproval: n - - / S �� (� Safety and Buildings 4003 N KINNEY COULEE RD LA CROSSE WI 54601 -1831 \ * is TDD #: (608) 264 -8777 consin www.commerce.state.wi.us Department of Commerce Tommy G. Thompson, Governor -- --� Brenda J. Blanchard, Secretary r August 10, 2000 CUST ID No.691727 -� 1\�E� '` - TTN.• POWTS INSPECTOR ARTHUR L. WEGERER 1 l E ,: '' © � a T,ONING OFFICE 421 N MAIN ST `'; g1 CROP � :`' T CROIX COUNTY SPIA PO BOX RIVER FALLS WI 54022 ZOO NGO�F�C� C �'HUDSON R WI 54016 L RD RE: CONDITIONAL APPROVAL t 1 '•. '` PLAN APPROVAL EXPIRES: 08/10/2002 Identification Numbers Transaction ID No. 411295 Site ID No. 196404 SITE • Please refer to both identification numbers Site ID: 196404, Todd Moldenhauer above, in all correspondence with the agency. St. Croix County, Town of Cady NEIA, NEIA, S15, T28N, R15W FOR: Description: Three Bedroom At -grade System Object Type: POWT System Regulated Object ID No.: 753647 The submittal described above has been reviewed for conformance with applicable Wisconsin Administrative Codes and Wisconsin Statutes. The submittal has been CONDITIONALLY APPROVED. 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 "At -grade Component Manual Using a Pressure Distribution System for Private Onsite Waste Treatment Systems" SBD- 10570 -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 as described in section VIII of the at -grade component manual are complied with. A copy of this information must be given to the owner upon completion of the project. • Maintenance information must be given to the owner of the tank explaining that periodic cleaning of the septic filter is required. Access to the filter for cleaning must be provided per Comm 84 product approval conditions. • A Sanitary Permit must be obtained from the county where this project is located in accordance with the requirements of Sec. 145.135 and 145.19, Wis. Stats. • Inspection of the 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. 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. ARTHUR L. WEGERER Page 2 8/10/00 Inquiries concerning this correspondence may be made to me at the telephone number listed below, or at the address on this letterhead. Sincerely, DATE RECEIVED 07/25/2000 FEE REQUIRED $ 175.00 FEE RECEIVED $ 175.00 Gerard M. Swim BALANCE DUE $ 0.00 POWTS Plan Reviewer - Integrated Services (608)- 789 -7892, Mon. - Fri. 7:15 AM to 4:00 PM jswim@commerce.state.wi.us WiSMART code: 7633 Safety and Buildings 4003 N KINNEY COULEE RD + LA CROSSE WI 54601 -1831 TDD #: (608) 264 -8777 N visconsin www.commerce.state.wi.us Department of Commerce _ --- Tommy G. Thompson, Governor Brenda J. Blanchard, Secretary August 10, 2000 ` A. �f .? e Vu CUST ID No.691727 ATTIC• POWTS INSPECTOR ARTHUR L. WEGERER ZONING OFFICE 421 N MAIN ST �'GauN F rC� i cf, ST CROIX COUNTY SPIA PO BOX 74 ��� �pNrraGO 1101 CARMICHAEL RD RIVER FALLS WI 54022 HUDSON WI 54016 RE: CONDITIONAL APPROVAL PLAN APPROVAL EXPIRES: 08/10/2002 Identification Numbers Transaction ID No. 411295 Site ID No. 196404 SITE: Please refer to both identification numbers, Site ID: 196404, Todd Moldenhauer above, in all correspondence with the agency. - St. Croix County, Town of Cady NE1 /4, NEIA, S15, T28N, R15W FOR: Description: Three Bedroom At -grade System Object Type: POWT System Regulated Object ID No.: 753647 The submittal described above has been reviewed for conformance with applicable Wisconsin Administrative Codes and Wisconsin Statutes. The submittal has been CONDITIONALLY APPROVED. 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 "At -grade Component Manual Using a Pressure Distribution System for Private Onsite Waste Treatment Systems" SBD- 10570 -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 as described in section VIII of the at -grade component manual are complied with. A copy of this information must be given to the owner upon completion of the project. • Maintenance information must be given to the owner of the tank explaining that periodic cleaning of the septic filter is required. Access to the filter for cleaning must be provided per Comm 84 product approval conditions. • A Sanitary Permit must be obtained from the county where this project is located in accordance with the requirements of Sec. 145.135 and 145.19, Wis. Stats. • Inspection of the 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. 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. ARTHUR L. WEGERER Page 2 8/10/00 Inquiries concerning this correspondence may be made to me at the telephone number listed below, or at the address on this letterhead. Sincerely, DATE RECEIVED 07/25/2000 FEE REQUIRED $ 175.00 FEE RECEIVED $ 175.00 Gerard M. Swim BALANCE DUE $ 0.00 POWTS Plan Reviewer - Integrated Services (608)- 789 -7892, Mon. - Fri. 7 :15 AM to 4 :00 PM jswim@commerce.state.wi.us WiSMART code: 7633' TITLE SHEET Page ,. of - 7 AT -GRADE SYSTEM FOR A 3 BEDROOM RESIDENCE This plan has been prepared in accordance with the At -Grade Component Manual SBD- 10570 -P and the Pressure Distribution Manual SBD- 10573 -P LOCATED IN THE QE 1/4 OF THE NE 1/4 OF SECTION l S , T, Ze N 15 W, TOWN OF COUNTY, WISCONSIN. INDEX __AA PAGE 1 of 7 TITLE SHEET PAGE 2 Of 7 SYSTEM MANAGEMENT PLAN PAGE 3 of 7 PLOT PLAN PAGE 4 of 7 PLAN VIEW -CROSS SECTION O� O PAGE 5 of 7 DISTRIBUTION PIPE LAYOUT �� p PAGE 6 of 7 PUMPING CHAMBER CROSS SECTION PAGE 7 of 7 PUMP PERFORMANCE CURVE PREPARED FOR S 3 L 0 `f'1 ST. _ k)v LS Oki ) hJ f S (4 0 1`1 PREPARED BY WECGERER SO X L_ . TEST S "C9 AND . DES I CG1V SERV S CE P.O. Box 74 421 N.Main St. ,e�CQ River Falls, WI 54022 *,,.»•�w•..� /� % Phone 715 - 425 -0165 : r • Fax 715- 425 -6864 i ��r - = wEGERFq DL15 � P.O.W.T.S. Conditionally o ••....»,;..•- � SIG ;E APPROVED "w DEPARTMENT OF COMMERCE *FE U I L DING9, OIVISIoN 4�f SEE COR JOB NO. SYSTEM. MANAGEMENT Page Z.of Management and maintenance of this system is critical to its proper operation and longevity. The system owner must be provided with a complete set of plans including the management section. GENERAL Proper functioning of any type of on -site waste disposal system is dependent on the amount of water entering the system and the quality of the water.. The lower the volume of water and the lower the level of contaminants, the more efficient and longer lasting.the system will be. Typical system components include a septic tank to settle out and break down solids, an effluent filter at the septic tank outlet to filter out small particles, a pump tank with an effluent pump and controls and an absorption cell to dispose of the water in a manner which will protect the groundwater and public health. RECOMMENDATIONS 1. Install water saving devices when and where possible. 2. Repair any water leaks as soon as possible. 3. Do not pour greases, oils, chemicals such as paint or paint thinners into the system. 4. If you have a garbage disposal, use it sparingly. 5. Do not dispose of any paper products other than tissue into the system. 6. Try to avoid excessive flows of water in short periods of time Spreading clothes washing throughout the week is recommended. MAINTENANCE 1. The septic tank should be inspected by a licensed pumper every three years or less and pumped if necessary to remove solids and scum. 2. The effluent filter must be cleaned periodically to remove any accumulated particles. It should be washed back into the septic at 6 month intervals or as per the manufacturer's recommendation. 3. Periodic inspections at the observation pipes should be made by the owner to determine if any ponding is taking place in the absorption cell. Also check for any seepage to the ground surface. If consistent ponding or seepage is noted, a licensed plumber should be contacted. 4. This sytem.contains an alarm which must be installed on a separate circuit from the pump. If the alarm activates, minimize water use and contact a licensed plumber immediately. CONTINGENCIES Monitoring of the volume and effluent quality may become necessary if problems develop. Monitoring must be done as per the requirements of COMM 83.54(2). Pumping and disposal of wastewater by a licensed pumper may be necessary while analysis and repairs are made. 1. Failed mound systems may require removal and disposal of the existing sand fill and replacing it new sand or installing an aerobic pre- treatment unit to reduce or eliminate any clogging mat . that may be present. 2. In- ground soil absorption systems or at -grade systems may require the installation of an aerobic pre - treatment unit or replacement of the system. Additional site and soil evaluations may need to be done and additional plans may need to be ,prepared and approved by the Safety and Buildings Division of the Department of'Comaerce. PLOT PLAN • Page 3 of 7 Scale 1 "= 40 x Nom_ �. iris st4c��z VQ S1W-L 14 % FI UTIEETt F�F=r rri'C a t!pr7 c r1 QUIET' owlJM win MfTI UNTE-�ftYe9i i S�iu 0.0 S, 3 6 h tZw1 ' 1b'OF�(`�pVC I F LA 1py_S' a.3 �L0.q 5 �Z. to Z • Z glitz — �.►oZ.s' ont �) -� \oo.o er�i - � "Etts�, 34 b1p PvC t P E w ! L-h n4 I �v�w sT Prw\? QTzrr L w S L 0 t�_,.� _�msr - 2-:5 , F1zc�� Trcx.ks:, - - - -- N d r NOTES: 1. Elevations shown are existing ground elevations unless otherwise noted. 2. Install 4" observation pipes with approved caps. ( 3 required). 3. Septic tank to be 10 1650 gallon capacity manufactured by Y"1.LZ>l\Je,S F0Z-,Q P \ _ft T tivc w /7jNZ'QL T=1LT0Z- 4. Bench marks : SSE pmatjt . 5. Divert surface water around system to prevent ponding at the uphill side. CZ,pSS S1()IV Page 4 of - 7- L > 5' - B > 5 t >5 —2' r- - - -- ± - - - -- ------- - - - - -- F- W A tLZ- 1�Z11i_- ;6��:� - 1._ o o o 1/6 B 1/6 B 1/2 B A= lb- Feet B= I 'tQ� Feet -- - -- Linear Loading Rate= S40 GPD /LN FT L= X00 Feet Design Loading Rate= o -S GPD /SQ FT W= Z Z Feet Fabric Distribution . Laterial Observation, , �� Soil Cover Well - 12 „•���� ".T r�� '�11 Nil - 2:5� A � : >5 � Plan View and doss Section of W isconsin At -grade Unit with a Single Absorption Area on a Sloping Site Distribution Pipe Layout Pace S of 6 Place the holes at the bottom of the distribution pipes at equal spacing. Remove all burrs from the pipe and 'holes. F-11tend the end of each lat up with the use of Iong turn or 45 fining to a point within sx inches of the final grade- Te..minate the ends of the late. with a valve,.threaded = or threaded plug. Provide access from final grade for the valve, threaded crap or threaded plug. C. PVC Lateral C T Lateral x x x x/2 I xrZ x x x x Lateral Length — F Lateral Lencth — F Cistribt t cn Line I T P 0-- f 3 BOX P Ll q_ J F Hole Diameter 3 /16 Inch Lateral " I It 7— Inches) X 23 '� 2 nchps Force Main " 2 Inches # of holes /pipe z 3 Invert Elevation of Laterals W -S Ft. Z 1S -gZ 30.3 GP-I s Combination Septic: and PLFMP CHAMBER CROS5 SECTION ARID SPECIFICATIONS__ PAGE OF 7 VE T CAP WEATHER PROOF JUWCTIOLI 8OX . ti C.I. VEAIT PIPC APPROVED LOCKING 10' FROM ODOR. MAWHOLE COVER 1NIv - .huooW OR FRESH wA(itJIUG LA6EC.. vWS ?eM'ZQ p ipe AIK IIJTAKE t � co►apu�r w V 1ttvtn s ItT Gt'P i rl IL I, �.5 $ I 'i HI1J. Aig a•= PROVIDE I - -- -- IAILE T AIRTIGHT SEAL aS A . I III APPROVED JOI . APPROVED JOIIJT - rMF_ V-tV�� I I I W /C.I. PIPE�PDC W /C.I. P1PEaR Tank construction I II ALARM shall comply with "I II 83.15 and 33.20 a I 1 I otJ C I { i CLCV. OD F PUMP 1 -'� � OFF D CoMtKETE oI.Z.00 BLOCK 3'* APPRa -z K15EK EXIT PERMITTED OULti IF TAW MA IJUFACTURE R HAS SUCH APPROVAL• g> =00tNG SEPTIC t 5PEC- IFICATIOUS DOSE Mk11 )W!ST tZQ PI� sr IJUM5EK OF DOSES: 6' S R DAtl TANK MA►JUFACTURCR: PE - TANK SIZE: IO�O GALLOUS DOSE VOLUME r ALARM MIUJUFACTURCR: S S � skis & 1 S INCLUDING 6ACKIFLOW: $S GALLONS MODEL DUMBER' �w CAPACITIES: A= IUCHESOR GALLOUS SWITCH TAPE: L ZL L�Z"y 8 = Z INCHES`OR 3 G�LLOUS PUMP MANUFACTURER: ZU - �� CO3 C= IUtHES OR 8 � GALLO1U5 MODEL tJUMBEM 98 D= INCHES OR Z O GALLONS SWITCH TYPE: L -y WOTE: PUMP AMD ALARM RE TO bE lb MINIMUM D {SCKARGE RATE �' 3�, GPM INSTALLED OW 5EP CIRCUITS VERTICAL DIFFERENCE OETWEELI PUMP OFF Au0.D15TRIBUTIO PIPE.. i "FEET + M I N IMUM UETWORK SUPPLY PRESSURE . ; ....�� FEET + 2! _ S FEET O F FOR MAI X L� a F �ofr FRtCTIOU FACTOR_._ "' FEET FEET TOTAL OtIIJAMIC HEAD = .b� FEET Pump chamber DIAMETER JUTERLIAL DIMEIJSIGIJ� OF TANK: LENGTH ;WIDTH — _...;LIQUID DEPTH BOTTOM AREA — - 231= GAL /INCH AS PER MANUFACTURER -- - t - GAL/ INCH w IX 3 7/8 — 6 1/4 HEAD CAPACITY CURVE 3o MODEL "98" 4 5/e s 25 3 5/8 = 6 ® O I + + 15— 16. by O 4 f 4 3/16 2 . 1 1/2 -11 1/2 NPT • 0 I U.S. GALLONS 10 20 30 40 50 60 70 80 LITERS I 80 160 — 240 - - - - 0 FLOW PER MINUTE TOTAL DYNAMIC HEADIFLOW PER MINUTE EFFLUENT AND DEWATERING CAPAcrrY 12 HEAD UNITS /MIN FEET METERS GALS LTRS 5 1.52 72 273 10 3.05 61 231 15 4.57 45 170 4 3/16 20 6.10 25 95 Lock Valve 23' SK1102 CONSULT FACTORY FOR SPECIAL APPLICATIONS • Electrical alternators, for duplex systems, are available and • Variable level float switches are available for controlling single supplied with an alarm. and three phase systems. • Mechanical alternators, for duplex systems, are available with • Double piggyback variable level float switches are available or without alarm switches. for variable level long cycle controls. SELECTION GUIDE Standard all models - Wei ht 39 lbs. -' /: H.P. 1. Integral float operated 2 pole mechanical switch, no external control required. 2. Single piggyback variable level float switch or double piggyback variable level, 98 Series Control Selection float switch. Refer to FM0477. Model Volts -Ph Mode Amps Simplex Duplex 3. Mechanical alternator 10 -0072 or 10 -0075. M98 115 1 Auto 9.4 1 or 1 & 7 — 4. See FM0712, for correct model of Electrical Alternator, E -Pak N98 115 1 Non 9.4 2 or 2 & 6 3 or 4 & 5 5. Control switch 10 -0225 used as a control activator, specify duplex (3) or (4) D98 230 1 Auto 4.7 1 or 1 & 7 — float system. E98 230 1 Non 4.7 2 or 2 & 6 3 or 4 & 5 6. Four (4) hole J -Pak, junction box, for watertight connection or wired -in simplex or duplex operation, 10 -0002. 7. Two (2) hole J -Pak, for watertight connection or splice. CAUTION Forinformation on additionalZoellerproducts referto catalog on Combination Starter, FMO514; Piggyback All installation of controls, protection devices and wiring should be done by a qualified Variable Level Switches, FM0477; Electrical Alternator, FM0486; Mechanical Alternator, FM0495; Sump/ licensed electrician. All electrical and safety codes should be followed including the most Sewage Basins, FM0487; and Single Phase Simplex Pump ControVAlarm Systems, FM0732, recent National Electric Code (NEC) and the Occupational Safety and Health Act (OSHA). RESERVE POWERED DESIGN For unusual conditions a reserve safety factor is engineered into the design of every Zoeller pump. , - MAIL TO. P.O. BOX 16347 O ll 3 347 Manufacturers of. . SHIP IP T T0: 3649 49 Cane ane Run Road Louisvrlk, iffy 40111 -1961 PUMP !O. (501) 778-2731 1(800) 918 PUMP FAX(502)774 -3624 . r Department Relations Industry La SOIL AND SITE EVALUATION REPORT P of 3 ' Labor and Hun Relti g _ Dki,sion of Safety & Buildings in accord with ILHR 83.05, Wis. Ad . COUNTY Attach complete sits'plan on paper not less than 81/2 x 11 inches in size. Plan must incl de, but- ( not limited to vertical and horizontal reference point (Bien, direction and % of slope,lw ,% \ CEL I.D. S �•�D )u G dimensioned north arrow, and location and distance to nearest road. ' ^ APPLICANT INFORMATION PLEASE PRINT ALL INFORMA tiQ YED BY DATE PROPERTY OWNER: IQ Wl PRO - c� ' _Tb bt) , p"1 DL 9 E5`I� R U 2 T 4 I% ,S 1 S T Z g N,R 15 E(orw PROPERTY OWNER':S MAILING ADDRESS. BL S 5Y DAN E OR CSM S 3 Z 310 Ty� ST'. ,i '? t1S e: ) cSwl CITY, STATE ZIP CODE PHONE NUMBER ❑ L OWN ' NEAREST ROAD w0_30l ) wi S L.oZ:� nIs) -)-) z -UUV6 erg I 3l0 New Construction Use ( Residential ! Number of bedrooms 3 [) Additign to existing building () Replacement (J Public or commercial describe Code derived daily flow y,SO gpd _ � Recommended design loading rate bed, gpo1ft �— tr ch, gpd/ft Absorption area required - bed, ft , s o trench, 11 - Maximum design loading rate • S bed, gpd$ " 6 trench, gpd/ft Recommended infiltration surface elevations) 10 y . O coy , MQrt tt (as referred to site plan benchmark) J Additional design /site considerations FrT- GV•A�E 54s1 + w /�Z'X -1 S' �SGtZ�GQi Parent material _Lo �Ma ova SfNfO _\ZJ;;�!3 t t) I uuH 'Flood plain elevation, if applicable NP'l It S = Suitable for system CONVENTIONAL I MOUND WGROUND PRESSURE AT -GRADE SYSTEM IN FILL HOLDING TAM( U =Unstftlefor stem 0 ® U OS ❑U ❑ S OU ®S ❑U ❑S OU I [IS OU SOIL DESCRIPTION REPORT�Q Boring # Horizon Depth Dominant Color I Mottles Texture I Structure IConsistence Roots GPD /ft in. Munsell Ou. Sz. Cont Color Gr. Sz. Sh. I B� rert<h J o - l l� `21Z 3 L3 S s -�s S`t2 LJlL vrlvfir- Ground 3 IS - 10 KVZ Sly — `� lasblz mU �- C - • S �� elev. I' yo-so I LlP_ - ;.s�,zsfa �s$sl ��, Y�iv��• Depth to _y IV oh-,, v s1 ass limiting factor y . Remarks: Boring # -q L0`-L1Z313 - sl 2 q -�. tioK►z �L� — gj,l Z.'f sbk wL'F� c s �v� ' S I .� .5� 3 sl - t`Fs lesb� M\) F , e_s Ground V z.I y �s �`s �sl � v�' - - • •`� ft. Depth to `I g limiting factor LL 1" Remarks: T Name— Please Print Phone: Arthur L. We erer 715- 425 -0165 ' egdrer Soi Testing & Design Service -P.O. Box 74 River Ya11s,WI.54022 Sgna4ue: Date. CST Number.. - 220254 PROPERTY OWNER - * ' SOIL DESCRIPTION REPORT Page? of 3 PARCEL I.D. X 4P�TVJj)uG Boring Horizon Depth Dominant Color Mottles g in. Munsell Texture Structure Consistence GPD /ft K�• {�.�:�� Qu. Sz. Cont. Color Gr. Sz. Sh. ��Y Roots Bed Trench • > I . Z q -3 3 10`1 R. X16 _ "5 St I Z -wlSb� Y►'1�}- CS 1�� ,5 •(� S ' Ground ?, 33 -3$ LO` S - �`S X0-3 U`�y CS el - S , Depth to ' limiting factor Remarks: Boring # `; .: w Ground elev. It. Depth to — limiting factor Remarks: Boring # Ground elev. It. Depth to limiting factor Remarks: 3oring # ..... z around slev. It. )eplh to imiling actor Remarks: _ PLOT PLAN Page 3 of 3 'SCALE 1 "= 'L'O' r' cn l TL W Z 3 0 0 Aa tlt?E I pZ, S ' o 0 crj - I 4 tL6L+, ,1� Hl6l4, 31y" b« puC 0- Ptn� wlu1 op t�1 ►v�: sr P c��? `f`t . U Aj L � ✓��- _�- _- �a -�:: ter_- -u�s_r S_��- r��_��s -� -_- 0 N d 00 -180 - - zzoZ.Sy (715 ) 425 —ni6s CST Signature Date Signed Telephone No. CST ## r Private Onsite Wastewater Treatment System Management Plan Septic Tank And Gravity In- Ground Soil Absorption Component Pursuant to Comm 83.54 Wis. Adm. Code each Private Onsite Wastewater Treatment System (POWTS) shall include information and procedures for maintaining the system within the parameters of Comm 83 and 84, and the conditions of approval by the department, agent, or governmental unit. The approved plans and permits for system are on file at the county zoning or health department. This management plan complies with Comm 83.54, Wis. Adm. Code, and the In- Ground Soil Absorption Component Manual for Private Onsite Wastewater Treatment Systems SBD- 10567-P (R.6/99). Table 1: System Design Specifications Sanitary Permit Number 3Tq 'Z Number of Bedrooms 3 Design Flow - Peak (gpd) S" Estimated Flow - Average (gpd) Septic Tank Capacity (gal) �p Soil Absorption Component Size (ft) 9p Type of Wastewater Domestic Table 2: Soil Absorption Component - Limits of Reliable Operation Septic Tank Component Soil Absorption Component Design Flow - Peak (gpd) I f3m 9 9p 2 Maximum Influent Particle Size (in) 1/8 Maximum BOD (mg /L) 220 Maximum TSS (mg /L) 150 Table 3: Maintenance Schedule Septic Tank Inspect and /or service once every 3 years Outlet Filter Inspect once a year and clean at least once every 3 years Soil Absorption Component Inspect once every 3 years 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 tank shall be disposed of in accordance with NR 113, Wis. Adm. Code (Servicing Septic or Holding Tanks, Pumping Chambers, Grease Interceptors, Seepage Beds, Seepage Pits, Seepage Trenches, Privies, or Portable Restrooms). 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 Management Plan for a Septic Tank and Soil Absorption Component filter is equipped with an alarm, the filter shall be serviced if the alarm is activated continuously. Intermittent filter alarms may indicate surge flows or an impending continuous alarm. The septic tank shall have its contents removed when the volume of scum and sludge 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 an 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. 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 the tank. No one should enter a septic or other treatment or holding tank for any reason without being in full compliance with OSHA standards for entering a confined space. The atmosphere within the septic or other treatment of holding tank may contain lethal gases, and rescue of a person from the interior of the tank may be difficult or impossible. Tank abandonment shall be in accordance with Comm 83.33, Wis. Adm. Code when the tank is no longer used as a POWTS component. Soil Absorption Component The soil absorption component serving this structure is designed to accept domestic wastewater from a residential facility. The limits of operation of this component are shown in Table 2. The longevity of a soil absorption component depends greatly on proper and timely maintenance, and system use within or below the limits of reliable operation. Good water conservation practices by all occupants and the installation of water conserving plumbing fixtures are key factors in extending the useful life of this component. The soil absorption component's operation must be assessed by inspection at least once every three years. The inspection shall include recording the levels of ponding, if any, in the observation pipes, and a visual inspection for any evidence of surface seepage or discharge from the component. On steeply sloping sites, areas of erosion should be identified and reported to the owner for repair. The surface discharge of domestic wastewater or sewage from the system is prohibited and considered a human health hazard. Traffic around or over the soil absorption component should be avoided particularly during winter months. The compaction or removal of snow cover over the component may lead to hydraulic failure by freezing. This type of failure is usually temporary, but is difficult or impossible to repair until weather conditions improve. In general, soil compaction over this component will reduce diffusion of oxygen into the soil and dispersal cell, which may lead to more intense, and earlier, organic clogging of the soil. 2 Management Plan for a Septic Tank and Soil Absorption Component Plantings of deep- rooted trees and shrubs directly over or within ten feet of the component should be avoided since root intrusion into the component may obstruct wastewater flow. 3 • ST CROIX COUNTY SEPTIC TANK MA T17MANCE AGREEMENT AND • OWNBRSH CERTIFICATION FORM Y / / 1 Owner(Su er 7 c Ci l� v l 2 {'1 c� �t e ) ?O � 7 Mailing Address 9 C / �2' S lo t' S Property Address (Verification required from Planning Department for new construction) r -� City /State L ` 1 s 6 ` 4 I d e n tification Number ` Parcel Identifica lLEGAL DESCRIPTION —' - � �'S�� R '�' ` J � � W. Town of Property Location' /, �`� ` /,, Sec. , T N -R Lot # Subdivision Certified Survey Map # _, Volume , Page ## Warranty ?geed # � � , Volume � Page ## Spec house ❑ yes 19/no Lot lines identifiable E3 Q no SYSTEM MAINTENANCE Improper use and mainteaaaceof your septic system could remit in s p at itremure failure to handle wastes. Proper maintenance consists of pumping out the septic tank every three years or sooner if neededby a licensed pumper. t% at you put into the system can affe the fraction of the septic tank as a treatment stage in the waste disposal system. to submit to St. Croix Zoning The property owner agrees Department a certification form, signed by the owner and by a masterplumber, jmmeymanplumber, restnctedplumberor a licensed pumperverifying that (t) the on -site wastewater dispos a ' s is in proper operating condition and/or (2) after inspection and pumping (if necessary), the septic tank is less than 113 full of sludge. Itwe, 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 NaWm Resources, State of Wisconsin. Certification statitsg that your septic system has been maintained must be completed and resumed to the St. Croix County Zoning Office within 30 days of the three year expiration date, / 110 r DATE SIGNATURE OF APPLICANT OWNER CERTIFICATIO our t,. o wled e I wc) am (are) the owner(s) of I (we) certify that all statements on this form are t ue to r'le bast of my (our) .T g ' the property desenbed above, by virtue of a warranty deed recorded in Register of Deeds Office. IO DATE SIGNATURE OF APPLICANT may result in the sanitary permit being revoked by the Zoning Department * * * * ** Any information that is mis- represented *k include with this application: a stamped warranty deed from the Register of Deeds off`rcc a copy of the certified survey map if rcfererce is made in the WgtlHUty dead WARRANTY DEED. —To Husband and Wife as Joint Tenants FORM 399 (K - feed) qii T his Indenture, Made this. - daN of llpr'Ll_ -_- _ , in the pear of our Lord, one thousand nine hundred and sixty- eight hverc tt Manson and Lcttie _. _bch�een _ Hanson, his wife, - - - - - -- - -- ------ --- -------- -------- - -- - - -- -- -------------------- - -- - - -- - . _ part of the first Dart, and Ronal -d 1'. Moldenhauer and Audrey J. MoldenhaucV, of - husband and wife, as joint tenants, parties of the second Imrt. Wltnes9eth, That the said part 1eS .__of tilt' first. p for ;md in consideration of the sure of , Nine -Thousand- Five Hundred ('A 500. (l(l) - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - Dollars, to _ them ill hand paid by the said parties of tilt' second p.irt, the rc(cipt tdhcrcof is hcrel�� confe,scrl ;ind acknOWledgcd, ha VQ. given, t;ruttcd, bargained, sold, rcnii,cd, � � I, :�,� d, ,iii, n� �l. „nt, � � d :oid confirmed, and I- these presents do _ -- give, ;rant, bargain, sell, renli'c, rcica-c, ,lien, ,�on��c�� and confirm unto the said Irlrtic, of the second part, as joint tenants, the following described real cstat, , - in tilt' ('ount�' of 5 t • C x - and State of %Visconsin, to- it Northeast Quarter of Northeast Quarter (N1;'„ 01_ NE of 5tct���n 1':i.1Ltcu (l5), Township Twenty ei - ; I , ht (28) North, 01 Ran;;e Fit tec�tt (I7) 1�'est �C. Croix County, W-isconsin. The parties of the second part a(;ree to l)ay a.t l t�tatc L Ix IC yeah 1968. i r�. I i, i Together teith all and : the hcrcdit:uncnt, and thereunto belonging or in anN vgist alwcr taining; and all the estate, right, title, interest, claim or drnrtnd +hatsoever, of the said part ies of the first part, either in law or equity, either in possession or expectancy of, in and to the above bargained premises, and their heredity ments and appurtenances. i To have and to hold the said premises as above descrihed, with the hereditaments and appurtenances, unto.the said parties of the second part, as joint tenants. L;i BOOK ��� P�1 SAFETY AND BUILDINGS DIVISION 201 East Washington Avenue Madison, Wisconsin 53707 (rscons�n Department of Commerce Tommy G. Thompson, Governor Wiliam J. McCoshen, Secretary At -Grade System Onsite Verification Rep Are the soil and landscape features accurately reported on the Soil and Site Evaluation Form yes no provide a further description by including an onsite report, which may consist of a soil profile report, or provide a brief explanation below. .- If yes, what other type of Private Owned Waste Treatment System (POWTS) could be used? c ounty Official Signature,, Date E ' /Y IJ E I S -/ f- Z " � x -- / S-vv� C 3 1 D Property Location Landowners Name SBD- 10513(N.11/96) - WFGERER SOIL TESTING and DESIGN SERVICE SOIL TESTING - SEWER SYSTEM DESIGN s , Est,. DATE 6- Z -O CC: ^ F . .r THE FOLLOWING ITEMS ARE ENCLOSED' 0. OF DESCRIPTION COPIES 15� c6i� -t OF ��lL U'f�V 1 ftOhJ - Sp oNs�L SENT TO YOU FOR THE FOLLOWING REASONS: FOR YOUR USE FOR REVIEW AND COMMENT L—INFORMATION DESIRED o 3s 4 at ,o� �-v, 6vu+ts 3 Q.G dCX�.�•1A, ,,,il.ti 1 w� ' �1.� WEGERER SOIL TESTING P�-- AND DESIGN SERVICE P.O.BOX 74 421 N.MAIN ST. RIVER FALLS,WI 54022 PHONE 715 - 425 -0165 Labor a Hu ma n Hu man Relations De of Industry, Labor SOIL AND SITE EVALUATION REPORT' Page � of Division of Safety 3 Buildings in accord with ILHR 83.05, Wis. Adm. Code COUNTY Attach complete site plan oh paper not less than 81/2 x 11 inches in size. Plan must include, but not limited to vertical and horizontal reference point (W. direction and % of slope, scale or PARCEL I.D. i P A1vD )IJ dimensioned north arrow, and location and distance to nearest road. ' APPLICANT INFORMATION- PLEASE PRINT ALL INFORMATION REVIEWED BY DATE PROPERTY OWNER: \ J) t,3 Y . 1 0 PROPERTY LOCATION 1) LD - ee1R.teT ivy 1/4 1/4,S 15T Z ,NR I S E(a W PROPERTY OWNER`. MAILING ADDRESS • LOT s BLOCK SUED. NAME OR CSM 4 3 ° i Z 3 t 0 Y1-F ST-. - � ti�pus � �S ►'1 CITY, STATE ZIP CODE PHONE NUMBER (]CITY (]VILLAGE ®TOWN ' NEAREST ROAD wLUUM,wI S LLoZ:� ( - l - ) 2 : qqq New Construction Use [4 Residential / Number of bedrooms 3 [) Ad&Qn to existing building j) Replacement (J Public or co mmeraal describe Code derived dah flow A513 Recommended de load rate bed 2 � mot , - �y 9Pd `r�fi G �.Ap�, 9 9 .9Pdlft - trench, gp Absorption area required - bed, ft s trench, ft Mahamuhn design loading rate • S bed, gpd/ft ` 6 trench, gpd/ft Recommended infiltration surface elevations) 10 14- t- CoU It (as referred to site plan benchmark) �O Additional design / site considerations PrT- G R S4,sl kr w �Z')c 1 S ►�6G tZ�GPfi� Parent material _Lo �Za4 oyNM SfC1 StWie ZQ5 l D i UU H ' Flood plain elevation, if applicable ft S - Suitable for system CONVENVONAL I MOUND WGROUND PRESSURE AT -GRADE sYsTeA IN RU. HOLDM TAM( U= Unsuitable for tem ❑ S ®U 0S ❑ U ❑ S O U I ®S ❑ U ❑ S O U [IS oU SOIL DESCRIPTION REPORT Boring # Horizon Depth Dominant Color Mottles Texture Structure Consistence Barmy Roots GPD /ft in. I Munsell I (k Sz Cont Color I Gr. Sz. Sh. I I I Bed o- 8 1 C3 1 R- 3 L3 S l I Z `� 12 vv1 U E �S L • S -�, Z s - L/A esbk Ground 3 1S - 10`tV2 5Ly 1z mU CS • S .� elev. 1 t,_s ft. Lf yo-so 1uKrZs1� �- �,.sLtV-s/a `�sets mU'F�- _ .y Depth to ens -t .s VA/ , o �., , v s \ av .•mss Gnu1ing factor a Remarks: Boring # O -q' L OH, 2 313 - . sl � Z �- k ►ti `{� es 1`F ; S '. 6 L L 4 Lll q -�. LoKtz �L� - si Z`Psb1z m C s �vF Ground z.a -�IJ it�4 V _ /y elev. -S4 10 `t R -) 1 y � S Lf S �S d S` `'h � U 1. 3 f - Depth to faclor limiting Remarks: CST Name: -- Please Print Rhone' Arthur L. We erer 715 -4 25 -016 5 ' eg %rer Soil Testing & Design Service -P.O. Box 74 River•Fa11s,WI.54022 - aak Sgnature: Date: CST Number:. . ,�,. OU_l80 6- 'a -00 220254 PROPERTYOWNER 1`1oL�'�`hly SOIL DESCRIPTION REPORT Z PARCEL LD. � Page — Ot ` 3 Boring # Horizon Depth Dominant Color Mottles Structure Mm , in. Munsell Qu. Sz. Cont. Color Texture Gr. Sz. Sh. Consistence BMrd31y Roots GPD /ft i'+ k£x•�3i `s b►2 tivi`Pt- cS 1 B Z s o�ci �!6 Sit 2►� sbk m'F�- cs ��� ,5 Ground ?, 33 - Lc�`12 S lY - f S elev. T. S ft. Depth to limiting factor N Remarks: Boring # Ground elev. It. Depth to — limiting factor Remarks: Boring # Ground elev. it. Depth to limiting factor Remarks: 3oring # 1 . ;round 31ev. ft. )epth to imiling actor Remarks: _ e PLOT PLAN Page 3 of 3 SCALE 1 "= . 3 D Nl.'m 1-W m I N �- PIP�? 4:i toV.s a.3 �L 0.q ZIS�t — tTZ.lo Z 3 � • $1t pZ,S' -XL \uo.0 a1j ,tt ttt6l}, 3lyu'JlA- pvC J!y" Dtr9 Pv C Ptt�� wlu�� �S ti5r Pcw� �'tZTLf . u W E' = N d 00_l80 -- zzoIS`I . 6.Z8-Oa (715 ) 425 -0165 CST Signature Date Signed Telephone No. CST #