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Home My WebLink About008-1024-60-100 Wisconsin Department of Commerce PRIVATE SEWAGE SYSTEM County: St. Croix Safety and Building Division INSPECTION REPORT Sanitary Permit No: 453311 0 ATTACH TO PERMIT) GENERAL INFORMATION ( ATTACH 4 State Plan ID No: Personal information you provide may be used for secondary purposes [Privacy Law, s.15.04 (1 )(m)3. Permit Holder's Name: City Village X Township Parcel Tax No: Juen, Bill Eau Galle Township 008 - 1024 -60 -100 CST BM Elev: Insp. BM Elev: BM Description: Section/Town /Range /Map No: �•(o �j7 P �C� P t 09.28.16.124A TANK INFORMATION ELEVATION DA A TYPE MANUFACTURER CAPACITY STATION BS I FS ELEV. Septic f 160c) C Benchmark —7 .7 c� Dosing C c Alt. �oSf a n�, l.o . a 3 3 [ Aeration _ Bldg. Sewer 1 1 2 1 C S5 IA. Holding SUHt Inlet $ 3-7 TANK SETBACK INFORMATION St/Ht Outlet V TANK TO P/L WELL BLDG. Vent to Air Intake ROAD Dt Inlet r a Septic %Q 4 2G" -3 Yo Bottom � Dosing 764 �/ 3 l 3(0 � Header /Man. Aeration Dist. Pipe Holding Bot. Syste PUMP /SIPHON INFORMATION Final Grade Manufacturer DO J( Demand St��Cover .7 O 1 0. 1 7 63 GPM � lt; Model Number biF.b� 3I.'� �craJJ' ��' �" `� 1( TDH Lif Friction s System Hea TD� t Forcemain Length r I Di a. , i Dist. to Well Z Zlo SOIL ABSORPTION SYSTEM BED /TRENCH Width Length No. Of Tree s PIT D MENSIONS No. Of Pits Inside ia. Liqui Depth DIMENSIONS –7 tG SETBACK SYSTEM TO 6 � P/L BLDG WELL LAKE /STREAM LEACHING Manufacturer. INFORMATION CHAMBER OR Type ystem: / i I UNIT te Model Number. DISTRIBUTION SYSTEM Header /Manifold Distribution x Hole Size x Hole Spec i ` } � Vent to it Intake ' Pipe(s) I )� ' P 1 Z3 i / / 1 1-ength � Dia Length � Dia k–Spa c ing Z SOIL COVER x Pressure Systems Only xx Mound Or At -Grade Systems Only Depth Over Depth Over xx Depth of q-. xx Seeded /Sodded xx Mulch l k yes Bed/Trench Center r J � Bed/Trench Edges Topsoil I �7 Yes No No COMMENTS (Include code discrepencies, persons present, etc.) Inspection #1: / 1 Inspection #2: Location: 466 CTH BB Unknown (SE 1/4 NE 1/4 9 T28N R16W) NA Lot 1 1 Q. Parcel No: 09.28.16.124A 1.) Alt BM Description = ��^^` GGJ� C• % P �a� 2.) Bldg sewer length - amount of cover = TO (Aae1 3.) Contour = / 91 (o1 Plan Use other l s de for additional inlformati Xn o ! I L SBD -6710 (R.3/97) 1 Date v h '-tL Insepctor's Signa re Cert. No. ,S�D�S/ Safety and Buildings Division County 201 W. as Ave., P.O. Box 7162 ST. CR t Madison, WI 53707 - 7162 Sanitary Permit Number (to be filled in by Co.) De artment of Commerce (608) 266 =3151 ly 3 31 Sanitary Permit Application State Phut I.D. Number In accord with Comm 83.21 Wis. Adm. Code personal information you provide TRANS ID # 1002035 may be used for secondary purposes Privacy Law, s1 5.04(lxm) Project Address (if different than mailing addreu) I. Application Information - Please Print All Inf at' it ' _` ' "" ` �b C7 RP Property Owner's Na me JU 1 4 20 Parcel x ./2 jol,q Loth 1 Block I BILL HEN �� 008- 1024 - -100 t 1- Property Lucatwn 3 Property Owner's M ailing Address Z ONING OFFICE y PO BOX 636 SE �ti, NE �ti,secdon 9 City, State Zip Code Phone Number BALDWIN wI 54002 715/688 -6108 (circle one) i r 28 N: R 16 E oe) II, Type of Building (check all that apply) try s—L ;. -- Subdivision Name CSM Number ® 1 or 2 Family Dwelling - Number of Bedrooms 3 I N/A 682859 ❑ Public/Commercial - Describe U C� � t ❑ State Owned -Describe Use K VN ❑City_ ❑Village QTownship of EAU GALLS - - ,. D = 1. Ill. Type of Permit: (Check only one box on line A. Complete line B if applicable) A. ® New System ❑ Replacement System ❑ Trcatment/Holding Tank Replacement OiJy ❑ Other Modification to Existing System B. ❑ Permit Renewal ❑ Permit Revision ❑ Change or' ❑ Permit Transfer to New List Previous Permit Number and Date Issued Before Expiration Plumber Owner i IV. Type of POWTS System: (Check all that apply) ❑ Non - Pressurized In- Ground ❑ Mound > 24 in. of suitable soil Mound < 24 in. of suitable soil ❑ At -Grade ❑ Single Pau Sand Filter ❑ Constructed WeUand ❑ Pressurized In- Ground ❑ Holding Tank ❑ Peat Filter ❑ Aerobic Treatment Unit ❑ Recirculating Sand Filter ❑ Recirculating Synthetic Media Filter ❑ Leaching Charnbcr ❑ Drip Line ❑ Gravel less Pipe ❑ Other (explain) i V. Dispersal/Treatment Area Information: , Design Flow (gpd) Design Soil Application Rate(gpdsl) Dispersal Area ReyuircJ (Si) Dispersal Area Prupuseri (0) System Elevation 450 1 1.0 4 1 450 1 100.4 VI. Tank Info Capacity in Total Number Manufacturer 1 Prefab Site Steel Fiber Plastic Gallons Galloru of Units W 60u¢,& Concrete Constructed Glass New Existing {l(kr Tanks I Tanks Septic or Holding Tank 1000 1000 1 WIESER CONCRETE X Aerobic Treatment Unit Dosing Chamber 600 600 1 WIESER CONCRETE X VII. Responsibility Statement- 1, (lie undersigned, assume responsibility for irutuBatiom of the POWTS shown on the attached Plumber's Na me (Print) Plu ber's Si gnats MP /MPRS Number Business Photo Number BENNIE FIELGESUN� 220292 715/772 -3278 Plumber's Addre ss (Street, City, State, Zip Code) Vi1229 770TH AVENUE, SPRING VALLEY, WI 54767 1 VIII. County Department Use Onl Approved ❑Disapproved Sanitary Permit Fee (includes Groundwater Date Issued ing -" Oat SIgna e ( Stanw) Surcharge Fee) $ � � s ` i ❑ Owner Given Reason for Denial IX. Conditions of Approval/Reasons for Disapproval SYSTEM OWNER: 1 Septic tank, effluent filter and dispersal cell must all be serviced / maintained as per management plan provided by plumber. 2. All setback requirements must be maintained as per applicable code /ordinances. Attach complete taus w the oust onl for the s teru u paper not lets than 81/2 x 11 4iches In size P V ( C Y Y) Y� o P V QDn 4 /D ni /n , 2N j 5' DI) O s i era � b / �4 Cxce P fi As i / PRIVATE SEWAGE SYSTEM 13 Conditionally A P RO" 0 To c •F I L " p UC [ffillSfOP10F SAFM AND BUILDINGS PLO,-, SEE CORRESPONDENCE J 1 000 /60c� 1, Sep I c /Pci 14e� 00 co \\ / � -1am5Q- TiJ Safety and Buildings commerce.wi. OV 4003 N KINNEY COULEE RD g LA CROSSE WI 54601 -1831 TDD #: (608) 264 -8777 sconsi n www.commerce.state.wi.us /sb tclepartment of Commerce www.wisconsin.gov Jim Doyle, Governor Cory L. Nettles, Secretary May 20, 2004 { CUST ID No.220292 ATTN: POWTS Inspector BENNIE W HELGESON ZONING OFFICE HELGESON EXCAVATING ST CROIX COUNTY SPIA W1229 770TH AVE 1101 CARMICHAEL RD SPRING VALLEY WI 54767 HUDSON WI 54016 CONDITIONAL APPROVAL PLAN APPROVAL EXPIRES: 05120/2006 Identification Numbers Transaction ID No. 1002035 SITE: Site ID No. 683677 Bill Juen Please refer to both identification numbers, Cth Bb above, in all correspondence with the agency. Town of Eau Galle St Croix County SE1/4, NE1/4, S9, T28N, R16W FOR: Description: New 31311 Mound Object Type: POWTS Component Manual Regulated Object ID No.: 958621 Maintenance required; 15 in Soil minimum depth to limiting factor from original grade; System(s): Mound Component Manual, SBD- 10572 -P (R.6/99), Pressure Distribution Component Manual - Version 2.0, SBD- 10706 -P (N.01 /01); Zabel A -100 12X20 Biofilter The submittal described above has been reviewed for conformance with applicable Wisconsin Administrative Codes and Wisconsin Statutes. The submittal has been CONDITIONALLY APPROVED. The owner, as defined in chapter 101.01(10), Wisconsin Statutes, is responsible for compliance with all code requirements. No person may engage in or work at plumbing in the state unless licensed to do so by the Department per s.145.06, stats. F'R1V The following conditions shall be met during construction or installation and prior to occupancy or use: ASE c®n4 Reminders P molk I • This system is to be constructed and located in accordance with the enclosed approved plans and with 'V'S'ON OF SA publication SBD- 10572- P(R.6/99) "Mound Component Manual for Private Onsite Wastewater Systems ". • The pressure network is to be constructed in accordance with publications SBD- 10573 -P(R.6/99) "Pressure Distribution Component Manual for Private Onsite Wastewater Treatment Systems" and/or the sizing methods S EE CpRRE of publication "SSWMP Publication 9.6 Design of Pressure Distribution Networks for ST -SAS (01/81) ". A copy of the approved plans, specifications and this letter shall be on -site during construction and open to inspection by authorized representatives of the Department, which may include local inspectors. All permits required by the state or the local municipality shall be obtained prior to commencement of construction /installation/operation. In granting this approval the Division of Safety & Buildings reserves the right to require changes or additions should conditions arise making them necessary for code compliance. As per state stats 101.12(2), nothing in this review shall relieve the designer of the responsibility for designing a safe building, structure, or component. BENNIE W HELGESON Page 2 05/20/2004 Inquiries concerning this correspondence may be made to me at the telephone number listed below, or at the address on this letterhead. The above left addressee shall provide a copy of this letter to the owner and any others who are responsible for the installation, operation or maintenance of the POWTS. Sincerely, Fee Required $ 175.00 Fee Received $ 175.00 Balance Due $ 0.00 Dennis R Sorenson Wastewater Specialist, Integrated Services WSMART code: 7633 (608)785 -9336 , doorenson@commerce.state.wi.us INDEX SHEET PROPERTY OWNER: BILL JUEN l cl e ?- - 1 PO BOX 636 BALDWIN, WI 54002 PROJECT NAME: BILL JUEN PROJECT LOCATION: SE 1/4, NE 1/4, S 9 T 28 N, R 16W MUNICIPALITY: TOWN OF EAU GALLE COUNTY: ST CROIX S DESIGN: PRESSURE DISTRIBUTION MANUAL SBD- 10573- P (RP�� MOUND COMPONENT MANUAL SBD- 10572 -P (R 6/99) s . 1 , CONTENTS:" Page 1: Plot Plan Page 2: Cross Section and Plan View of Mound Page 3: Distribution Pipe Layout RECEIVED 4: Septic Tank & Pump Chamber Cross Section & Specifications MAY 14 2 004' Page 5: WLP 1000/600-MR Zable Tank Specifications 3AFEW & B L D G S DIV Page 6: Pump Specifications Page 7: POWTS Owner's Manual & Management Plan - Pg. 1 Page 8: POWTS Owner's Manual & Management Plan - Pg. 2 Name: Bennie Helgeson Signed Address: W1229 770th Avenue Spring Valley, WI 54767 Credential Number: 220292 Date: May 13, 2004 o L L ID 0 Z 0 C L C (--L" P(X -�c C) — e As ShmL)rl- PRIVATE SEWAGE SYSTEM Cott dition ally 0 L OF SAFETY AHD BUILOMNGS Top 0-� I -L"Puc P DIVIISION r SEE CORRESPONDENCE y 4 Prop CSQ (- , cqv C P 4 B J \N ode 6 Q- Page Of Synthetic Covering Distribution Pipe ASTM c 33 Medium Sand G Topsoil F E D 3 9g, 65 % Slope C E U 0f 2 Force Main Plowed 2 From Pump Layer Aggregate D 7!S Ft. E 9 I Ft. Cross Section Of A Mound F 8,)_ Ft. Ft G A 6 Ft. H Ft. Signed: B - 7 Ft. License Number: K Ft. L 71 Ft. Date: j Ft. I Ft. W Se Ft L Observation Pipe "bservction 0 b s ion —L KK B --------------------- - - - - -- -------- 0 A --------- ----------------------------- j W Distribution (- 1-1- Of 2 Pipe Aggregate Observation Pipe b,vc"Orl r"I let - Plan View Of Mound � � �nt� w' I�cLL �u e.v► t�q 3 aF Par (oroIAd t'Ipo Untoll End Vlaw ) POrtoralcd ( 1 ' PVC Pipc Holes Located on Bottom are Equally Spaced C I�•a4..o«�� --a 04111oullon... Pipe Distribution Pipe Layout P _7.) s R S 3� 1" X �3 Y Hole Diameter _ 1 Inch Signed: Lateral Inch (es) License Number: Manifold / _ Inches Date: Force Main Inches ,UVER�T Cleo. P'i,- 3 k _� +evcL.Q _ 76 To�a� I LL Page 4 Of SEPTIC TANK E PUMP CHAMBER CROSS SECTION AND SPECIFICATIONS WEATHERPROOF 4" PLY-VENT PIPE 12" MIN. ABOVE GRADE 6 JUNCTION BOX APPROVED >_ 2S' FROM DOOR, WINDOW OR WITH CONDUIT MANHOLE COVER FRESH AIR INTAKE W/ PADLOCK S WARNING LABEL MIN /` elf/ // ty 18" IN • INLET GAS- r WATER TIGHT SEALS �" TIGHT �� VAPROVED A SEAL JOINTS WITH F L_ ALM APPROVED PIPE ZA $1:� ,q - /C >U B ON V ONTO APPROVED � - 4-- , � SOLID SOIL PIPE 3' C I , ONTO SOLID 0 FF 7(.O FT. SOIL PUMP OFF ELEV . D 3" APPROVED BEDDING UNDER TANK CONCRETE PAD SPECIFICATIONS 17 SEPTIC / DOSE 13. 3 y X '� " - La . = G`3�' TANK MANUFACTURER: TANK SIZES: SEPTIC /��O GAL. DOSE VOLUME INCLUDING GAL. DOSE ,., � GAL • yy ��`� -� F LOWBACK: I I D . ALARM MANUFACTURER: G I �I �rGS� ,S�PMS CAPACITIES: A = �� • INCHES = GAL• MODEL NUMBER: =0 � N� L B = 2 INCHES = '?S'�'� GAL. SWITCH TYPE: C = `j INCHES = I GAL. PUMP MANUFACTURER: -z o �� 14 _ INCHES MODEL NUMBER: �� _ D SWITCH TYPE: n� °'^'�� `' 16.23 WAC REQUIRED DISCHARGE RATE �� GPM PUMP E ALARM WIRING AS PER ILHR BETWEEN PUMP OFF AND DISTRIBUTION PIPE 0� 9 FEET VERTICAL DIFFERENCE �� FEET + MINIMUM NETWORK SUPPLY PRESSURE FEET + _a2 FEET FORCEMAIN X .D FT /100 FT. FRICTION FACTOR 3 FEET TOTAL DYNAMIC HEAD ; WIDTH DIAMETER INTERNAL DIMENNS OF PUMP TANK: LIQUID 6I `N� - -• LICENSE NUMBER: DATE: SIGNED: 1/88 L L �! C e C 'S 0 c 150" -- - = - = - -- ------ - - --=- KP1000 /600 -MR ZABLE TANK SPECIFICATIONS I �. DIMENSIONS- � WALL: 3' BOTTOM: 3' ;. COVER: 5" MANHOLE: 24" I.D. HEIGHT: 56" O.D. LENGTH: 150" O.D. -- -------- ------ ------------------ - - - - -- WIDTH: 84' O.D. BELOW INLET: 42' O.D. LIQUID LEVEL: 36" WEIGHT: 14,795 LBS. TOP VIEW INLET AND OUTLET: 4' BORE WITH STOP FOR QUIK -TITE, FERNCO SCALE: 1/4' = 1' GASKET, CAST -A -SEAL BOOT OR EQUAL INLET AND OUTLET BAFFLES: WISCONSIN, SEE DETAIL #10 (OTHER STATES SEE CHART) 4" VENTS LIQUID CAPACITY: 27.88 GAL /IN (SEPTIC) h 16.76 GAL /IN (PUMP) LOADING DESIGN: 7' 0" UNSATURATED SOIL OUTLET INLET z ID u) ° pp C M � 3" W3716 US HWY 10. MAIDEN ROCK, 1W 54750 SIDE VIEW 800- 325 -8456 SCALE: 1/4" = 1' MODEL WLP1000 /600 -MR ZABLE SEPTIC /SEPTIC, SEPTIC /PUMP OR SEPTIC /SIPHON JANUARY 2000 FILE: WLP1000 600 -MR - wo MEN ME M ME 16141"1.- No WOR-4 Em BE No ME ' ■■��".!�� ►��'►�� \ \ 11111■ ONE No MODEL 3885 IN SIZE 1 /4" Solid MEN MEN MENEM MENEM WOUNIN��►�� MEMO 0 a W4 MEN ME No 0 EN MWEEMEM MEN No M UNN ON • POWTS OWNER'S MANUAL & MANAGEMENT PLAN Page 7 of _8 FILE INFORMATION SYSTEM SPECIFICATIONS Owner BILL JUEN Septic Tank Capacity 1000 ga l ❑ NA Permit # Septic Tank Manufacturer WIESER CONCRETE ❑ NA DESIGN PARAMETERS Effluent Filter Manufacturer ZABEL ❑ NA Number of Bedrooms 3 ❑ NA Effluent Filter Model A -100 12" x 20" ❑ NA Number of Public Facility Units M NA Pump Tank Capacity 600 gal ❑ NA Estimated flow (average) 30 al /da Pump Tank Manufacturer WIESER CONCRETE ❑ NA Design flow (peak), (Estimated x 1.5) 450 al /day Pump Manufacturer GOULDS PUMPS INC ❑ NA Soil Application Rate 0.5 Pump Model 3885WE051111 ❑ NA Standard Influent /Effluent Quality Monthly average" Pretreatment Unit [s NA Fats, Oil & Grease (FOG) 530 mg /L ❑ Sand /Gravel Filter ❑Peat Filter Biochemical Oxygen Demand (BOD 5220 mg /L ® NA ❑ Mechanical Aeration ❑ Wetland Total Suspended Solids (TSS) 5150 mg /L ❑ Disinfection ❑ Other: Pretreated Effluent Quality Monthly average Dispersal Cell(s) ❑ NA Biochemical Oxygen Demand (BOD 530 mg /L ❑ In- Ground (gravity) ❑ In- Ground (pressurized) Total Suspended Solids (TSS) 530 mg /L M NA ❑ At -Grade Q Mound Fecal Coliform (geometric mean) 510' cfu /100ml ❑ Drip -Line ❑ Other: Maximum Effluent Particle Size Y in dia. ❑ NA Other: DNA Other: ❑ NA Other: ❑ NA "Values typical for domestic wastewater and septic tank effluent. Other: DNA MAINTENANCE SCHEDULE Service Event Service Frequency ❑ month(s) (Maximum 3 years) ❑ NA Inspect condition of tank(s) At least once every: 2 CR ear(s) Pump out contents of tank(s) When combined sludge and scum equals one -third (Y of tank volume D NA ❑ month(s) (Maximum 3 years) ❑ NA Inspect dispersal cell(s) At least once every: 2 12 year(s) [2 month(s) ❑ NA Clean effluent filter At least once every: 13 ❑ year(s) D month(s) ❑ NA Inspect pump, pump controls & alarm At least once every: 13 ❑ year(s) ❑ month(s) D NA Flush laterals and pressure test At least once every: 3 ❑ year(s) ❑ month(s) ❑ NA Other: At least once every: D Y ear(s) Other: ❑ NA MAINTENANCE INSTRUCTIONS Inspections of tanks and dispersal cells shall be made by an individual carrying one of the following licenses or certifications: Master Plumber; Master Plumber Restricted Sewer; POWTS Inspector; POWTS Maintainer; Septage Servicing Operator. Tank inspections must include a visual inspection of the tank(s) to identify any missing or broken hardware, identify any cracks or leaks, measure the volume of combined sludge and scum and to check for any back up or ponding of effluent on the ground surface. The dispersal cell(s) shall be visually inspected to check the effluent levels in the observation pipes and to check for any ponding of effluent on the ground surface. The ponding of effluent on the ground surface may indicate a failing condition and requires the immediate notification of the local regulatory authority. When the combined accumulation of sludge and scum in any tank equals one -third (Y or more of the tank volume, the entire contents of the tank shall be removed by a Septage Servicing Operator and disposed of in accordance with chapter NR 113, Wisconsin Administrative Code. All other services, including but not limited to the servicing of effluent filters, mechanical or pressurized components, pretreatment units, and any servicing at intervals of 512 months, shall be performed by a certified POWTS Maintainer. A service report shall be provided to the local regulatory authority within 10 days of completion of any service event. GMW (4!01) UtvNEK: BILL JUEN Page of _8 _ START UP AND OPERATION. For new construction, prior to use of the POWTS check treatment tank(s) for the presence of painting products or other chemicals that may Impede the treatment process and/or damage the dispersal cell(s). If high concentrations are detected have the contents of the tank(s) removed by a septage servicing operator prior to use. System start up shall not occur when soil conditions are frozen at the infiltrative surface. During power outages pump tanks may fill above normal highwater levels. When power is restored the excess wastewater will be discharged to the dispersal cell(s) in one.large dose, overloading the ceii(s) and may result In the backup or surface discharge of effluent. To avoid this situation have the contents of the pump tank removed by a Septage Servicing Operator prior to restoring power to the effluent pump or contact a Plumber or POWTS Maintainer to assist in manually operating the pump controls to restore normal levels within the pump tank. Do not drive or park vehicles over tanks and dispersal cells. Do not drive or park over, or otherwise disturb or compact, the area within 15 feet down slope of any mound or at -grade soli absorption area. Reduction or elimination of the following from the wastewater stream may improve the performance and prolong the Rte of the POWTS: antibiotics; baby wipes; cigarette butts; condoms; cotton swabs; degreasers; dental Aoss;'diapers; disinfectants; (at; foundation drain (sump pump) water, fruit and vegetable peelings; gar4m, grease; herbiddes, meat scraps; medications; oil; painting products; pesticides; sanitary napkins; tampons; and water softener brine. ABANDONKMENT When the POWTS fails and/or is permanently taken out of service the following steps shall be taken to Insure that the system is properly and safely abandoned in compliance with ch. Comm 83:33, Wisconsln'Adminlstrativa Code: • All piping to tanks and pits shall be disconnected and the abandoned b openings wle Servicing Operators • The contents of all tanks and pits shall'be removed and properly p osed of Y e a • After pumping, all tanks and pits shall be excavated and removed or their covers removed and the void space filled with soil, gravel or another inert solid material. CONTINGENCY PLAN If the POWTS falls and cannot be repaired the following measures have been, or must betaken, top rovide a code compliant replacement system: ay be utilized for the location of a replacement soU O A suitable replacement area has been evaluated and m absorption system. The replacement area should be protected from disturbance and compactiort,and should riot be infringed upon by required setbacks from existing and proposed structure, lot lines and wells. Failure to protect the replacement area will result in the need for a new soil and site evaluation to establish asultable replacement area. Replacement systems must comply with the rules In effect at that time. O A suitable replacement area Is not available due to setback and/or soil limitations. Barring advances In POWTS technology a holding tank may be Installed as a last resort to replace the failed POWTS. O The site has not been evaluated to identify a suitable replacement area. Upon failure of the POWTS a soll and site evaluation must be performed to locate a suitable replacement area. If no replacement area is available a holding tank may be installed as a last resort to replace the failed POWTS. of the blomat at he at-grade s oil absorption Reconstructions such systems must comply with fol with therules In effect at that time. <<WARNING>> SEPTIC, PUMP AND OTHER TREATMENT TANKS MAY CONTAIN LETHAL GASSES AND /OR INSUFFICIENT OXYG , PUMP DO NO E A PERSON FROM THE TREATMENT A TANK UNDER ANY TANK MAY E DIFFICULT MAY OR IMPO S BM ADDITIONAL COMMENTS POWTS INSTALLER POWTS MAINTAINER Name 1- iELGBSUN K)X 'AV Name Phone 715/771 -3278 •Phone 715/273 -51311 SEPTAGE SERVICING OPERATOR PUMPER LOCAL REGULATORY AUTHORITY Name JOHNSON SANITATION Agency ST CROIX CUUNTY ZONING Phone 715/'173 -5811 Phone 715/386 -4680 This document was drafted by the starts of the Green Lake, Marquette and waushara county Zoning and Sankation sDendp& This & O W1611t rrleeb the minimum requirements of ch. Comm 83.22(2)(b)(1)(d)3(f) and 83.54(1), (2) & ( 3), wisconsin Administrative Code. U1e Of (1111 dOCUMOAt does Wt guarantee the performance of the POWTS. Gt✓M(2101) ' SOIL EVALUATION REPORT Page � of Wisconsin Department of Commerce Division of Safety and Buildings in accordance with Comm 85, Wis. Adm. Code County t C Attach complete site plan on paper not less than 81/2 x 11 Inches In size. Plan must include, but not limited to: vertical and horizontal reference point (BM), direction and Parcel I.D. percent slope, scale or dimensions, north arrow, and location and distance to nearest road. T tevl by ate Please pr int all informa ion personal Inlorrnation you provide m y be us�1�c f tes (Pri cy Law, t. 15.04 (7) (m)). Property Owner Property Location q '. Govt. Lot 5 1/4 f 1f- 114 S/ T N R Cj E (OO Lot # Block # Subd. Name or CSM# 7 Property Ow Mailing Address / J8 63 lJin�UUL City State Code ZONRtf®�t+ie;t6 ❑City - 1 VI own Nearest Road , BB �@ t v 1, SyooD _(7/ 16,?? G� //e C -T,-/ WD Construction Use: ("Residential / Number of bedrooms 3 Code derived design flow rate ❑ Replacement ❑ Public or commercial - Describe: R Parent material �r �+� 6 �E� T/ L Flood Plain elevatlon if applicable / General comments U Jr 'Y 7S' i // and recommendations: C O Cdr JC, 6 S' D ( V,L C), ICJ S ` /�- y a� Boring � v ' Boring # El -- t Ground surface elev. �9 `' e ft• Depth to limiting factor mss__ i ppya don Rate Roots Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary •Eff#1 'E11#2 in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 7. qq / S Boring # Boring Ground surface elev. _�L_ ft. Depth to limiting factor �_ in. Sop Applicadon Rate Pit Roots GPD/f! Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary •Eff#1 *EW in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. G as r 3 ✓ L 1 0 C • Effluent #1 = BOD > 30 220 mglL and TSS >30 150 mg1L ' Effluent #2 = BOD _< 30 nV& and TSS = 30 nv& LZ,sfM� CST �� CST Name (Please Pri(t) (� r ADO n to t I I �l � 7elephorte Number Address , a Evaluation Conducted 1L Ile �� y 3o -by ; 7 ; �P - sy�� Property Owner j II Juet Parcel ID# Page a of Boring # ❑ Boring p��j' g �_ in. lS PIt Ground surface elev. -.� ft. Depth to limiting factor � N� Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ft' In. Munsell Qu. Sz Cont. Color Gr. Sz Sh. q rF _V w � C) 7 _ r I ❑ E Boring Boring # — n, Depth to limiting factor cadon Rate ❑ Pit Ground surface elev. In. itin Texture GPD/f F Horizon Depth Dominant Color Redox Description G Consistence Boundary Roots r Sz. Sh. 'Eff#1 . in. Munsell Qu. Sz. Cont. Color E] 11 in, El Boring # 11 Ground surface elev. ft. Depth to limiting factor n*Eff Icedon Rate Pit Dominant Color Redox Description Texture Structure Consistence Boundary Roots in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Etf#2 Effluent #1 = BOD, > 30 220 mglL and TSS >30 150 mg/L ' Effluent #2 = BOD, _< 30 mg& and TSS < 30 mg& The Department of Commerce is an equal opportunity service provider and employer. if you need assistance to access services or need material in an alternate format, please contact the department at 608 - 266 -3151 or TTY 608- 264 -8777. SBD4330 (R•6N0) L L A 0 1 vi Corn r os �p � t�. 42 Acres n / i EkC As S how S O =' _f' 0 ll�vc P p� of I 3 � / i C) I/ AGREEMENT HELGESON EXCAVATION INC W1229 770TH AVENUE SPRING VALLEY, WI 54767 TO: BILL JUEN PO BOX 636 BALDWIN, WI 54002 DESCRIPTION OF WORK Contractor will furnish all materials and perform all labor in a good, workmanlike and substantial manner for the following described project upon the following described property. DESCRIPTION OF PROJECT: Install a mound system for three- bedroom home. Price includes plan design, state plan approval and county sanitary permit. Does not include the cost of the soil evaluation/perc test. Electrical wires for pump and tank alert to be terminated just outside house foundation. Inside electrical to be hooked up by you or your electrician. Sewerline to be stubbed just inside house foundation. Price does not include sand, dirt, rock, or excavating. Does not include mowing and clearing of the mound areas as required by state code. Does not include raking or seeding of mound or disturbed areas, or furnishing additional topsoil as excavation settles after work is completed. DESCRIPTON/LOCATION OF PROPERTY: SE 1/4, NE 1/4, S 9, T 28, N, R 16 W, TOWN OF EAU GALLE PAYMENT SCHEDULE: Owner will pay the Contractor the sum of $5,600.00 In installments as follows: DOWNPAYMENT TO COVER THE COST OF PLAN DESIGN, STATE PLAN APPROVAL AND COUNTY SANITARY PERMIT $ 900.00 DUE ON COMPLETION WITHIN 10 DAYS OF RECEIPT OF INVOICE $ 4,700.00 TERMS AND CONDITIONS: The terms and conditions on the reverse side of this document are expressly incorporated into this Agreement, with the exception of the following noted paragraphs: SPECIAL PROVISIONS: ACCEPTANCE OF AGREEMENT: 1A, & BENNIE HELGESO DATE OWNER NATURE A CREDENTIAL NUMBER 220292 ST CROIX COUNTY SEPTIC TANK MAINTENANCE AGREEMENT AND OWNERSHIP CERTIFICATION FORM Owner/Buyer t Mailing Address v Property Address (Verification required from Planning Department for new construction) City /State Parcel Identification Number LEGAL DESCRIPTION Property Location SE /,, N ' /�, Sec. g , T � N -R l� W, Town of Lot # ___1___ Subdivision Certired Survey Map � Volume Flo ,Page # Warranty Deed #. S , Volume Page # Spec house 0 yes no Lot lines identifiable yes O no SYSTEM MAINTENANCE Improper use and maintenance of your septic system could result in its premature failure to handle wastes. Proper maintenance consists of pumping out the septic tank every three years or sooner, if needed by a licensed pumper. What you put into the system can affect the function of the septic tank as a treatment stage in the waste disposal system. The property owner agrees to submit to St. Croix Zoning Department a certification form, signed by the owner and by a master plumber, journeyman plumber, restricted plumber or a licensed pumper verifying that (1) the on -site wastewaterdisposal syst= 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 WisconsO�C �f' ic4 30 stating th your septic system has been maintained must be completed and returned to the St. Croix County Zoning days o e three ye xpiration date. ATE SIGNA F APPLICANT OWNER CERTIFICATION ( ) are the owaer(s) of I (we) certify that all statements on this form are true to the best my (our) knowled I we am ( ) the 4AF cri d above, by virtue of a warranty deed recorded in Regi ster of Deeds Office. / p DATE SIG APPLICANT 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 copr.of the cgrtified survey map if reference is made in the warranty deed 06/03/04 TlW 07:51 FAX 715 386 4687 REGISTER OF DEEDS 19001 U 2 5 8 6 P 3 18 —76A+ 54 IS STATE BAR OF WIWONSIN NORM 1 - 1998 K ATHLE E N WALSH WARRANTY DEED R H. DEEDS REGISTER OF DEEDS LhxaanrntNronber ST. CROIB CO.. MI This Deed, made between Molly O lson, Vk/a Molly B ourn, a single RECEIVED FM Rl!=RD person 86182/2804 1 ®:ABAI! WARRANTY DEED _..... •- tors a Grantor, and D. William Jaen and Constance L. Jaen, husband and w ife, holding as sa rvivorsl marital property _..... REC FEE: 11.88 TRANS FEE: 158.09 _ COP; FEE; _ - CC FEE: — PAGES: 1 Grantee_ Grantor, for a valuable cons ideration, conveys and warrants to Grantee the following described real estate in St Croy County, State of Wisconsin (The "PropettY "); Recording Area Part of the Sodtbeast Quarter of the Northeast Quarter (9E 1/4 of NE 114) of Section Nine (9)6 Name and Return Address Township'Twenty (28) Norio, Range Sixteen (16) West, Town of Eau Gabe, St. Croix Thomas A. McCormack C Wiseoasm, more particularly described as follows: One ll (;erpficd Survey Map rded .lose 2 in VolusatI of Certified Survey Maps, 1020 10th Ave. a as Iloearme n. 682859, otTiea of the Ragistrr of I>ceda �jr $t. Croix Conmy, BaldWin, WI 54002 W1SC0�0. TOGETHER WITH A0 SUNACr TO the tercets and conditions of that certain Driveway Construction and Maintenance Agr eMeNt bctweeo the parties of even date ror ingress and egress 00$-1024 100, 00&101A- 60-300 - to and from Let Three (3) of said Certified Survey Map and County Trook Highway B& Parcel Identification Number (PIN) This is not homestead property. Together with an appurtenwg rights, title and interests. * (is not) Grantor warrants that the title to the Property is good, indefeasible in fee simple and free and clear of encumbrances except municipal and zoning ordinances and agreements et>t and under them, recorded easements far the distn'bution of utility and municipal services, recorded building and use restrictions and covenants, gmeral taxes levied in the year of closing. Dated this c�t day of , _.20°4... —.... _ Mol son, f/k/ Ily Bou AU1')E NTICATI01�1 ACKNOWLEDGMENT / STATE OF Wisconsin _ .___ ) 171 d ) ss- • e - , S t Croix _ - -_ COUNTY) - _ Personally came before me this ...._...— day of authenticated thi. day of 2004 , the above named Molly Olson, Vkfa Mol Bou TITLE: MEMBER STATE BAR OF WISCONSTN who executed cuted the not, (if _ tea me known to be the person(s) (if orized by § 106.06, Wis. Slats.) foregoing instrument and acknowledge the same. THIS INSTRUMENT WAS DRAFTED BY - -" Thom A. McCormack Attor at Law Notary Public, State of Wisconsin (Signatures may be authenticated or acknowledged. Both My Commission is permanent. (1f not, state expiration date: - are not necessary.) - *Names of persons signing in my capacity should be typed or printsd below their signatures STATE BAROF WMV1 WARRANTY DEED FORM Na. 1.11" To order this form call iNMPRO at 800456 -2021 t3 + 682l9S9 / �J \ VOL 76 PAGE 4326 L- KATHLEEN H. MALSH ((( REGISTER OF DEEDS ST. CROIX Co., III RECEIVED FOR RECORD 06 -27 -2002 1:30 PM CERTIFIED SURVEY MAP CERTIFIED SURVEY MAP COPY 3300 Molly Olson PAGES 2 Located in the Southeast %4 of the Northeast % of Section 9, Township 28 North, Range 16 West, Town of Eau Galle, St. Croix County, Wisconsin. APPROVED ar: cRwx aotn'ar N .SUN 2 7 2002 BEARINGS ARE REFERENCED It root wcoraeo wamn 30 caays of TO THE EAST LINE OF THE aval�+d �� be NORTHEAST IN OF SECTION 81 deft ap o A T 28 K R 18 W, ASSUMED AS S 00°0027' E NOTE - THE EASTANEST WATER COURSE ON THIS CERTIFIED SURVEY MAP WAS DETERMINED TO BE NAVIGABLE BY THE Sr. CROD( COUNTY SCALEW FEET 1.800' ZONING OFFICE. THE 75' SETBACKLINE SHOWN FROM THE ORDINARY HIGH WATER MARK SHOULD - a BE MEASURED FROM A POINT 6' NORTHERLY OR NORTHEAST CORNER SECTfON SOUTHERLY OF THE CENTERLWEOFTSEAST/ 9.T � i 1 1 0 2 O I WEST WATERCOURSE. HI Oyu Z S I C J , - '' UNPLA"ED LANDS I ^ TE R COURSE h CQ ~ x S 87 ° 07'39 - E --- - y ,, " 1320.75' 585.36' OWNER S ADDRESS SE114 -NE114 ' ` - 722.35' 474 COUNTY TRUN - i 1287.71' - LOT 2 - 755.39' - DWELLING ; •' =? ' o Qty I ' HIGHWAY BB" ■ v 395,024 SQ. FT. SHED o WOOL7V /LLE, Wt 540 3 OR 9.069 AC. M WpLL $ (372,821 SO. FT. OR VA 0 "' 8.559 AC. EXCLUDING GARA RGINE i o ROAD RIGHT OF WAY) pp o tINAY ti --- - - - - -_ euxnlw_G-- SHED o BARN c 8 $ 315.45' 100' I m cc; co 41 `chi S 87'OT39' E , zz LOT 1 N 87 073g' W @`. 1�°� ++ . ec Fi �' ¢ _. 313.58' m et. v m S IN 71 , . FT. OR c T - BUYD6VG -- :a _: 0 16.483 AC. `" co LOT 3 ..-°' ` ii W °o (715, 811 SQ. FT. OR p309,625 SQ. FT ' ; ` -` { _ z o 16.433 AC. OCCLUDING ^ OR 7.108 AC- ` Y Z I ROAD RIGHT OF WAY) p A qy ` - 16 co X WATER COURSE w (306,024 SO. FT. L� faro _ _ - I $ Q; -� OR 7.025 AC. (r I 21 OCCLUDING ROAD - RIGHT OF WjV0" U < WEST 114 CORNER $ ^ S� ?� ,9 'Gi(•` - � �?d.�y 0 ?... .- ....�9,te�` DLO � ;WCri +�. s Ji SECTION 9, T 26 N. R 16 W ,o N ?qt+ _,^ 1 �,6�3 _ 322,675 Q, a, (FOUND COUARY BERNTSEN GA SQ - FT. - -�; -- -_ -- - - -4 155 8 AC 7.40- ALUMINUM MINUM MONUMENT) 3'+ UNE OR - - M8T1535" W 3936 -76' - -3.22' S 301,792 SO. FT OR 9�8AL` - - - - - ' EASr- -WEST 1a SEC LWE N 87 ^20'04" W 1284.87' EXC. ROAD RIGHT OF W Y) UNPLA LAND$ —N 87 °15'35• W 5254,74' 87'15'35 W 1317.98' �ss'c °1vsiy -- UNPLA7TTED -LANDS ! �� LAUREN, V4 y DA LEGEND AA 1 3Y * R JUNE 1 9, 2002 0 INDICATES 1' O.D. x 18' IRON RIVER o PIPE SET (MIN. WT. - 1.13 LB.IL.F.) C FALLS, w�- a ` A SOIL BORINGS (PROPOSED SEP77C SYSTEM) 8 . ec 0 SECTION CORNER MONUMENT (AS NOTED) x— INDICATES FENCEUNE TH IS INSTRUMENT DRAFTED BY JERALD L. LARSON SHEET 1 OF 2 Vol. 16 Page 4326 nDepartmentoflndustry SOIL AND SITE EVALUATION REPORT Page 3 Laiicr and Human Relations aitiiswn of safety & Buildings in accord with ILHR 83.05, Wis. Adm. Code COUNTY Attach complete site plan on paper not less than 8 1/2 x 11 inches in size. Plan must include, but -5 7 C not limited to vertical and horizontal reference point (B and % of slope, scale or PARCEL I.D. # dimensioned, north arrow, and location and dista trti pe'arOSt_roadr 2 — O_ d a ' °' : APPLICANT INFORMATION — PLEASE P N ICLL INQRMATI EVIEWED BY DATE PROPERTY OWNER: - ... f - PROPERTY LOCATION /�/ /v n � OT fE 1 /4If/� 1 /4,S T Z N R 14 E PROPERTY OWNER':S MAILING ADDRESS LO # BLOCK # SUBD. NAME OR CSM # y ST �Ox - / CITY, STATE ZIP CODE P110N ❑VILLAGE OTOWN NEAREST ROAD New Construction Use kl Residential/ Nur lbw of bedr [) Addition to existing building j j Replacement [ ] Public or commercial describe Code derived daily flow � gpd Recommended design loading rate — bed, gpd /ft 2 trench, gpd/ft Absorption area required — bed, ft Stay trench, 111: Maximum design loading rate bed, gpd /ft — trench, gpd/ft Recommended infiltration surface elevation(s) e /g OGl/C- 1W f ft (as referred to site plan benchmark) Additional design / site considerations I7rda&P AWZ t/ _ eA4QQ2i/ .SST LD0/y/T � Parent material ��gm rr4Z Flood plain elevation, if applicable ft S = Suitable for system CONVENTIONAL I M UND IN- GROUND PRESSURE AT -GRADE SYSTEM IN FILL HOLDING TANK U= Unsuitable fors stem ❑ S O U ,� S❑ U ❑ S VrU ❑ S o U ❑ S gl u ❑ S ZU SOIL DESCRIPTION REPORT Boring # Horizon Depth Dominant Color Mottles Texture Struct Consistence Boundary Roots GPD /ft in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. Bed Trench 2 a -.z/ to - .3 5 LZZ 2C s s ! Ground 3 / -y 7 — S dS'G nt L .� elev. — Depth to limiting factor , Remarks: T Boring # {r z 3 AV,- C C > 1� Ground 7'.a - L r L — _ el ev. !`� ft. - 7. S 1/ v LS S Depth to limiting factor „ Remarks: de CST Name: — Please Print Phone: r A ddress: &/2 Signatur ,/ Date: CST Number: i�v PROPERTY OWNER IM&I �z�� _ SOIL DESCRIPTION REPORT Pag PARCEL I.D. # Boring # Horizon Depth Dominant Color Mottles Texture Structure Consistence Bwifty Roots GPD /ft in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. Bed Trerxh ......r:;` <' z 17 to — srZ G F 17 1/0 Ground -3 / $'— ML — . 7 , 8' elev. X0 Y o - 2 cs os 11 — Depth to Z D3 limiting factor ,► Remarks: Boring # LJ Ground elev. ft. Depth to limiting factor Remarks: Boring # Ground elev. ft. Depth to limiting factor Remarks: Boring # Ground elev. ft. Depth to limiting factor Remarks: SBD- 8330(8.05/92) 179 - -qly WO 4 0000 ®� to `� It ti h h r� z� V+ ti V • c W � M T Parcel #: 008- 1024 -60 -100 11/29/2005 03:57 PM • PAGE 1 OF 1 Alt. Parcel #: 09.28.16.124A 008 - TOWN OF EAU GALLE Current I 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 - JUEN, D WILLIAM & CONSTANCE L D WILLIAM & CONSTANCE L JUEN 466 CTY RD BB WOODVILLE WI 54028 Districts: SC = School SP = Special Property Address(es): " = Primary Type Dist # Description " 466 CTY RD BB SC 0231 BALDWIN - WOODVILLE AREA SP 1700 WITC Legal Description: Acres: 16.483 Plat: 4326 -CSM 16/4326 008/02 SEC 9 T28N R16W PT SE NE BEING CSM Block/Condo Bldg: LOT 01 16/4326 LOT 1 16.483AC Tract(s): (Sec- Twn -Rng 401/4 1601/4) 09- 28N -16W SE NE Notes: Parcel History: Date Doc # Vol /Page Type 06/02/2004 764546 2586/318 WD 06/02/2004 764545 2586/315 AGREE 06/27/2002 682859 16/4326 CSM 2005 SUMMARY Bill #: Fair Market Value: Assessed with: 0 Valuations: Last Changed: 08/04/2005 Description Class Acres Land Improve Total State Reason RESIDENTIAL G1 2.000 22,500 151,900 174,400 NO UNDEVELOPED G5 14.483 7,200 0 7,200 NO Totals for 2005: General Property 16.483 29,700 151,900 181,600 Woodland 0.000 0 0 Totals for 2004: General Property 16.483 2,200 0 2,200 Woodland 0.000 0 0 Lottery Credit: Claim Count: 0 Certification Date: 04/17/2001 Batch #: Specials: User Special Code Category Amount Special Assessments Special Charges Delinquent Charges Total 0.00 0.00 0.00 M E+82859 Q U VOL 16 PAGE 4326 KATHLEEN H. WALSH JUL 2 2002 ST. OF DEEDS ST. CROIX Co., WI ST. CROIX COUNTY RECEIVED FOR RECORD SURVEYOR'S RECORD 06 -27 -2002 1:30 PM CERTIFIED SURVEY MAP REC 1.00 CERTIFIED SURVEY MAP COPY 3. Molly Olson PAGES: 2 Located in the Southeast % of the Northeast % of Section 9, Township 28 North, Range 16 West, Town of Eau Galle, St. Croix County, Wisconsin. APPROVED sr c'ffol COUNTY PI81UtiftA 70ninn �n.i o�flre t Ti11r!@ N JUN 2 7 2002 BE-ARMS ARE REFERENCED if not remrdea wnnut 34j Jays or TO THE EAST LINE OF THE approval dale approval shall be NORTHEAST 114 OF SECTION 8, null ertd veld T 28 N, R 16 W, ASSUMED AS S 00 E NOTE - THE EAST44EEST WATER COURSE ON THIS CERTIFIED SURVEY MAP WAS DETERMINED TO BE NAVIGABLE BY THE ST. CROD( COUNTY SCALE IN FEET 1"=300' ZONING OFRCE. THE 75' SETBACK UNE SHOWN _ CO. FROM THE ORDINARY HIGH WATER MARK SHOULD BE MEASURED FROM A POINT 6' NORTHERLY OR NORTHEAST CORNER Z� 1 1 SOUTHERLY OF THE CENTERUNE OF THIS EASTI SECTION 9, T D C R 16 W g I WEST WATERCOURSE. �NTSEN � l UNPLATTED LANDS I� x S 87 ° 07'39" E - WA y Z; 585.36' 5.5't 1320.75' ■ .,NDRTHC�vE OWWERT ADDRESS SE1 /ZE1/4 -722. — 1 ao g - 1287.71' - LOT Z -755 DWELLM 474 COUNTY TRUN c °e HIGHWAY "BB" . W 395,024 SQ. FT. �l WOODVILLE, WI 540 !'C: OR 9.069 AC. "l� I N t �* (372,821 SQ. FT. OR 0 ; ' 0 L 8.559 AC. EXCLUDING GARA RLNVE i h N c ROAD RIGHT OF WAY) pOLE , EWAY $ BUN_.DANG SHED p e S �" 315.45 - S40S ;BARN m1 co vC t S 87 E `•;3F '; 100 e g, LOT 1 $ 1 8 0 9 W t � , ,• m �� 3f 3.58' o� ° CO N 717 992 SQ. FT. OR s - - BU �6vG - - - -- ; �'. ° o 16.483AC. `�' rn, (( O 3 %&.0 - �; a °c (!15,811 SQ. FT OR 8 v( AM,625 SO. FT ":� ``` _ c 16.433 AC. EXCLUDING z� Z o ROAD RIGHT OF WAY) '& OR 7.108 AC. ,` ' 4 Y 18 o x WATER COURSE n (306,024 SQ. FT. MME • �' co Q' -, OR 7.025 AC. EXCLUDING ROAD RIGHT OF 3 +— e010/NG A UJIA-1��ZA U h 4. SECTION 9, 7 ,n S,4 1" F.. -�� / 6 pf ' 32;i, � S S O . FT. 0� L1,� �, F 5QT ,& V; (FOUND COUNTYBERNTSEN __ sy__ 5 84, - 1�`' .. ; ��, R 7.408AC. ; ' ALUMINUM MONUME t - - - -- -- '`, � S � -�� BUILDNVG - - - -- - * -= ° --1 SETBA K LNVE - __ _ -- � u �� N87 °15'35• W 3936.76' 301,792 SQ. PT OR 6.92 A� - - - - -- t 322' ' N 87°2004• W 1284.87' EXC. ROAD RIGHT OF EAST -WEST 1/4 SECTION Lm -—� — . — - 457" -H - - - - - - -- - - - - -_- - — _ . _ . _ UNPLATTED LAD N 87 ° 15'35" W 1317.98' op N 87 ° 15'35" W 5254.74 g Z e w 00 0000000oppppp p � 00 0��SC' ON S/ ° LOp 000 UNPLATTED LANDS A& y � ti o g AUREMfi� 0000 D A L L 16 ,202 LEGEND * ^ • nn s ° ^ * R JUNE E 9, 2002 p INDICATES 1 "O.D. x f 8' IRON FALLS, o $ PIPE SET (MIN. W E -1.13 LBA_F.) � °° ° W1. ° °° �u A SOIL BORINGS (PROPOSED SEP77C SYSTEM) O o000 ° ° SEC77ON CORNER MONUMENT (AS NOTED) O�oO�oD ppp o0 0 X INLNCAT ES FENCEL INE THIS INSTRUMENT DRAFTED BYJERALD L. LARSON SHEET I OF 2 Vol. 16 Page 4326 6%