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034-1015-95-000
*.- sconsin Department of Commerce PRIVATE SEWAGE SYSTEM Cou� ty: Safety and Buildings Division Jt. Croix INSPECTION REPORT GENERAL INFORMATION (ATTACH TO PERMIT) Sanit r �3y1 r itNo.: Personal information you provice may be used for secondary purposes [Privacy Law, s.15.04 (1)(m)). 3 Permit Holder's Name: []City ❑ Village Town of: State Plan ID No.: Oehlke, Matt Town o prmgfield CST BM Elev.:- Insp. BM Elev.: BM Description: Parcel Tax No.: 034- 1015 -50 -000 TANK INFORMATION ELEVATION DATA TYPE MANUFACTURER CAPACITY STATION BS HI FS ELEV. i Septic rf G Z �U Benchmark O G Dosing Alt. BM 43 5" ltl Aw4 tion -- -- Bldg. Sewer - Holding St) Ht Inlet TANK SETBACK INFORMATION u e TANK TO P / L WELL BLDG. Air lnu e ROAD e Air Intak Septic 7 moo / A } - 10, + r � NA Dt Bottom �Z _ Dosing 7rS /U (UDC I NA Header /Man. Aeration -- Dist. Pipe —Z y y, Holding Bot. System PUMP/ SIPHON INFORMATION (�I ` Final Grade Manufacturer A l Demand St cover Model Number SU GPM TDH Lift Friction Z D System TDHI Ft oss Forcemain Lengtht 5'6 / Dia. Z t1 Dist. To Well SOIL ABSORPTION SYSTEM Z 5 BED TRENCH Width Length No. Of Trenches PIT No. Of Pits Inside Dia. Liquid Depth EN I N 3 SYSTEM TO P / L BLDG WELL LAKE / STREAM L INfa anufacturer: SETBACK CHAMB INFORMATION Type O tuber: System: 7 /pO t In - OR UNIT DISTRIBUTION SYSTEM Header I t A — if.) Distribution Pipe(s) x Hole Size x Hole Spacing Vent To Air Intake Length _%S Dia- Length __4 r Dia. Z 1f Spacing – � ( /( -7 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 /Trench Center Bed /Trench Edges Topsoil ❑ Yes ❑ No ❑ Yes ❑ No COMMENTS: (Include code discrepancies, persons present, etc_) Inspection #1: � /zf /oo Inspection #2: Location: 2744 County Road E, Woodville, WI (SE1 /4, SW1 /4, Section 7 T29N -R15V) - 7.29.15.108A �) � � t �,�-nr~r = / (•3, lD • 3 — 9S" ( ��� two �.e�/ � �/Ae few"" Plan revision required? ❑ Yes tV No Use other side for additional inform tion. 2 Q I� SBD -6710 (R.3/97) Datj 1611 spector's Si na re Cert. No. ADDITIONAL COMMENTS AND SKETCH SANITARY PERMIT NUMBER: # , } s 5 # t e 4 p . f t � d # v , e 1 f a <# v e C # i i 2 e m j m e , t ve e e 8 i aa _t m e S { # } _a. w t # f a t 1 .. rmm. > ; .� ,.....,.ae.., .� ..Q,� :s gy m... m..�_ s E < t # 9 4 $ 7 d # , f f s � e s ! 1 ' E i I Q o' p N O p O O N V C O C � O p E o �V z: C p 0 a C L L � w mE N Z N O N N N z° o c 6 m N LL o g. CD a � Y Q a N I y � �u E cn = o P rn T a m N Z I o z �* a o 0 • a`> - N N N O Z Z Z Z p o y c _ 7 W O .. 10 C CL m w N Q)i C� O G a � `n O O O n m • W".6 a a a ►� ' ° ) �} v� rn O O z N Z �i O Lo (O i _O O = O m Q I A ill �p + O LU 0 O O L6 O F - �? C @ w O O O 07 r 'O E d C N N C p C N E C (D (D = 6 In p (ky 7 N_ N_ t* O M y 'O C N • y' O O U) O M O 0 Z 3 CA O R w a �, a - D I � � a d ._ ', d y c � c c .. 3 � L _1 A v a 0 N � ; cons!� " Safety and Buildings Division � 201 W. Washington Avenue T PP 1 ATI N SANITARY PERMI A L C O PoBox7 NVi 162 Department of Commerce In accord with Comm 83.05, Wis. Adm. Code Madison, WI 53707 -7162 • Attach complete plans (to the county copy only) for the system, on paper not less County than 8112 x 11 inches in size. • See reverse side for instructions for completing this application state ary Permit almber. '353 I (oS PI&O 7 Personal information you provide may be used for secondary purposes eck if revision to previous ication (Privacy Law, s. 15.04 (1) (m)]. State Plan on Number I. APPLICATION INFORMATION - PLEASE PRINT ALL INF RMATION vp5z . �' Property Owner Name Property Location �. 1Jas' 114,S T , N, 4 W Property Owner's Mailing Address ,�j Lot Number Block Number C/ „r City, State Zip Code Phone Number Subdivision Name or CSM Number II. TYPE OF BUIPING: (check one) ❑ State Owned o It Ne est Road Public or 2 Family Dwelling - No. of bedrooms � own of c III. BUILDING USE: (If building type is public, check all that apply) Parcel Tax Number(s) 1 ❑ Apartment/ Condo 2 ❑ Assembly Hall 6 ❑ Medical Facility/ Nursing Home 10 ❑ Outdoor Recreational Facility 3 ❑ Campground 7 ❑ Merchandise: Sales/ Repairs 11 ❑ Restaurant /Bar /Dining 4 ❑ Church/School 8 ❑ Mobile Home Park 12 ❑ Service Station/ Car Wash 5 ❑ Hotel /Motel 9 ❑ Office/Factory 13 ❑ Other: specify IV TYPE OF PERMIT (Check only one box on line A. Check box on line B, if applicable) w Replacement Replacement of Reconnection of Repair of an � A)°��'�e 2.❑ p 3.❑ p 4.❑ 5.❑ P. — 5 stem System Tank Only Existin System Existing System Q------------------- B) A Sanitary Permit was previously issued. Permit Number 35 3 (o� Date Issued 1 I� q V. TYPE OF SYSTEM: (Check only one) Non- Pressurized Distribution Pressurized Distribution Experimental Other 11 ❑ Seepage Bed ound 30 ❑ Specify Type 41 ❑ Holding Tank 12 ❑ Seepage Trench 22 ❑ In- Ground Pressure f f 42 ❑ Pit Privy 1� �i 3 Privy 13 ❑Seepage Pit i � 43 [3 Vault P vy 14 ❑ System -In -Fill VI. ABSORPTION SYSTEM ORMATION: 1. Gallons Per Day 2. Absorp. Area 3. Absorp. Area 4. Loading Rate 5. Perc. Rate 6. System Elev. 7. Final Grade Required (sq. ft.) Proposed (sq. ft.) (Gals/day/sq. ft.) (Min. /inch) Elevation �j d ( �� "Z I r Feet , G Feet Capacit VII. FORMATION in gallo Total # of Manufacturer's Name Prefab. Con steel Fiber Plastic Exper. New Existin Gallons Tanks Concrete strutted glass App. Ta nks Tank Septic Tank or Holding Tank ejo A6, 0, Zir ❑ ❑ ❑ ❑ 1 ❑ Lift Pump Tank /Siphon Chamber .fQ ❑ ❑ 1 ❑ ❑ ❑ Vill. RESPONSIBILITY STATEMENT I, the undersigned, assume responsibility for i tallation of the onsite sewage system shown on the attached plans. Plumber' PI m MPJ PRSW No.: Business Phone Number: ,�.,. Name: ( Print) ) u ber Ig ture: (N a ps) Plumber's s Cit�State, � Cod. e � I // et' ✓ J IX. COUNTY / DEPARTMENT USE ONLY ❑ Disapproved Sarvitiliry Permit Fee (includes Groundwater D ate Issued Issuing Agent Signature (No Stamps) A pp roved ❑Owner Given Initial 6'D Surcharge Fee) Adverse Determination 9� 719, 3 -q- 2oap X. CONDITIONS OF APPROVAL R SONS FOR DI APPROV L: ,, k S 4 Also SBD -6398 (R.12199) DISTRIBUTION: Original to county, One copy To: Safety & Buildings Division, Owner, Plumber INSTRUCTIONS , r V 1- A sanitary permit is valid for two (2) years. 2. Your sanitary permit maybe renewed before the expiration date, and at a time of r1enewal any new criteria in the Wisconsin Administrative Code will be applicable. 3. All revisions to this permit must be approved by the permit issuing authority. 4: - -Changes irk ownership or plumber requires a Sanitary Permit Transfer/ Renewal Form (SBD -6399) to be submitted to the county prior to installation 5. Onsite sewage systems must be properly maintained. The septic tank(s) must be pumped by a licensed pumper whenever necessary, usually every 2 to 3 years. 6. If you have questions concerning your onsite sewage system, contact your local code administrator or the State of Wisconsin, Safety and Buildings Division, 608 266 - 3151. To be complete and accurate this sanitary permit application must include: I. Rroperty owner's name and mailing address. Provide the legal description and parcel tax number(s) of where the system is to be installed. II. Type of building being served. Check only one and complete # of bedrooms if 1 or 2 Family Dwelling. III. Building use. If building type is public, check all appropriate boxes that apply. IV. Type of permit. Check only one on line A. Complete line B if permit is for tank replacement, reconnection, or repair. V. Type of system. Check appropriate box depending on system type. VI- Absorption system information. Provide all information requested for numbers 1 t rough 7. V11. Tank information. Fill in the capacity of every new /or existing tank, list the total gai!ons, number of tanks and manufacturer's name, indicate prefab or site constructed and tank material. Cornp'ete for all septic, pump /siphon and holding tanks for this system. Check experimental approval only if tanks received e��perimental product approval from DILHR. VIII- Responsibility statement. Installing plumber is to fill in name, license number with appropriate prefix (e.g. MP, etc.), address and phone number. Plumber must sign application form. IX. County/ Department Use Only. X. County/ Department Use Only. I P Complete plans andspecifications not smaller than 8 1/2 x 11 inches must be submitted to the county. The plans must p include the following: A) plot plan, drawn to scale or with complete dimensions, location of holding tank(s), septic tank(s) or other treatment tanks; building sewers; wells; water mains/water service; streams and lakes; pump or siphon tanks, distribution boxes; soil absorption systems; replacement system areas; and the location of the building served; B) horizontal and vertical elevation reference points; C) complete specifications for pumps and controls; dose volume; elevation differences, friction loss; pump performance curve; pump model and pump manufacturer; D) cross section of the soil absorption system if required by the county; E) soil test data on a 115 form, and F) all sizing information. ---------------------------------------------------------------------------------------------------- GROUNDWATER SURCHARGE 1983 Wisconsin Act 410 included the creation of surcharges (fees) for a number of regulated practices which can effect groundwater. The monies collected through these surcharges are used for monitoring groundwater contamination investigations and establishment of standards. i I I , Safety and Buildings 1340 E GREEN BAY ST STE 300 SHAWANO WI 54166 TDD #: (608) 264 -8777 Nvisconsin www.commerce.state.wi.us Department of Commerce Tommy G. Thompson, Governor Brenda J. Blanchard, Secretary March 06, 2000 CUST ID No.226900 ATTN. POWTS INSPECTOR ZONING OFFICE SHAUN R BIRD ST CROIX COUNTY SPIA 1008 192 ND AVE 1101 CARMICHAEL RD NEW RICHMOND WI 54017 HUDSON WI 54016 RE: CONDITIONAL APPROVAL PLAN APPROVAL EXPIRES: 03/06/2002 Identification Numbers Transaction ID No. 300524 Site ID No. 187804 SITE• Please refer to both identification numbers, Site ID: 187804 above, in all correspondence with the agency. ST CROIX County, Town of SPRINGFIELD; CO HWY E SE1 /4, SW1 /4, S57, T29N, R15W DENNIS OEHLKE CO HWY E FOR: Description: MOUND SYSTEM FOR DENNIS OEHLKE Object Type: POWT System Regulated Object ID No.: 651069 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. 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. Sincerely, DATE RECEIVED 03/02/2000 FEE REQUIRED $ 180.00 FEE RECEIVED $ 180.00 KE H A WILKINSON, POWTS PLAN REVIEWER BALANCE DUE $ 0.00 Integrated Services (715) 524 -3630, FAX: (715) 524-3633, M -F 7 AM - 3:45 PM KWILKINSON @COMMERCE.STATE.WI.US WiSMART code: 7633 cc: DENNIS OEHLKE ' = y PLOT PLAN PROJECT Dennis Oehlke ADDRESS 2739 90th Ave Woodville Wi 54028 SE 1/4 SW 1 /4S 7 /T 2 N/R 15 W TOWN Springfield COUNTY ST. CROIX MPRS Shaun Bird 226900 DATE2 /29/00 BEDROOM 4 CONVENTIONAL IN- GROUND PRESSURE CONVENTIONAL LIFT HOLDING TANK MOUND XXX SEPTIC TANK SIZE 1250 gallons LIFT TANK SIZE DOSE TANK SIZE 765 gall HOLDING TANK SIZE LOAD RATE 1.2 ABSORPTION AREA 500 BED SIZE 8'X 63' ` BENCHMARK V.R.P. Top of Nail in Tree ASSUME ELEVATION 100' ❑ BOREHOLE O WELL *H. R. P. Same as Benchmark SYSTEM ELEVATION 96.6 RECEIVED W' SAFM & BLDGS WV Scale --;o 1/4 = 1 Tank is to be properly bedded and with approved warning labels, a lockdown is to be Alt.B.M. installed on the dose chamber Huffcut combo tank B.M. Pro 4 >42" of cover Bedroom B-1 15 ' - 1 60' 1 5 350' House 13 System is to be installed along the 95.6 contour line Well is to meet all setbacks found in 11% a Comm. 83 B-3 Slope m ,(.°��`'• �'`'' �i Area 25' below system is to 1lQ f y remain undistrubed B -2 ko DI c� SPfILIX RBUiLDINGS � r�s �o 18 0' E GOR RESP ON 04 .3 00 . Property Line r . Designer_ KO <� . G 1 U r Pipe Perforated Non -Woven Kilter Fabric 4" Observation BelOw Filter Fabric f Aistrib0ion Pipe ASTK C -33 Sand LPL... Topsoil H G � r.r�rasr.zxR.• i % Slope Bed Of 4 - 2 1 fort! Maln ���flow e0 Groin Rock From Pump Layer ' i '0 Cr ass Section Of A Mound System Using £' -- �- '-�- - A Bed For The Absoretion Area A Ft. 6 Ft. I .. 2. Ft. J Ft. K.� Ft. L 2.5.9 Ft. w3/. rFt. J �"Observotian Pip• ----- ---- -- 8 --- K �'•- 1 ..- - -r-.a !!f s- l- la1-- . -rY - -! o A Forct Main W C l ..... �...._ ._I.. �,! _..._...._. _... ,�... .....I_........! ......,..I.. � From P u mp 0 Distribution Bed Of Xg'— 2 %g Pipe Drain Roth 01 Observation Pipa Permonent Marker Pi pe or Rods Plan View Of Mound USIng A Btd For The Absorption Arco PAO& - 0F...� Perforotea Pipe Detail E nd view C PCrfp.otc4 Eno Copp j PVL P,ps W ` a Noise Lasofeo On Bottom, Ms Eo++onY $ooeed PVC Force attain ftiRbT MOLL kaxT ve CAAA*C ;+m PVC Menifoid Pipe ' pisertbution Pipe Lest Male Should So ' Next To Eno Cap End cca � Distribution Pip Layout P �? O Ft. R S R. X 3 6 Inches r �_ Inches Signed: Hole Diameter � Inch License Number t�r,� 6 0 p Lateral -s0! Inch(es) Manifold 3 Inches Date: r v 9— Oe Force Main Inches # of holes /pip Invert Elevdtion of Laterals t.. -7.I SEPTIC TANK S , PUMP CHAMBER CROSS SECTION ANC} SPECIFICATIONS 4" 1 VENT PIPE 12" MIN. ABOVE GRADE WEATHER PROOF > 4 FROM DOOR 0 WTNDOW OR JUNCTION BOX APPROVED FRESH AIR INTAKE ------ •-- ---- -- WITH CONDUIT MANHOLE COVER PADLOCK 9 FINISHED GRADE 4 CI RISER WARNING LABEL 7 6" MIN. n N. ABOVE G ADE INLET"" , WATER TIGHT SEALS GAS- , '' T Id IGHT i 1 BAFFLE A SEAL 1 ! PPROVED a^ "PROM --�– f ALM JOINTS W/ PIPS 3" 6 r ON APPROVBQ Inn 3' SOLID 307.E �- am 1=0 SOIL C PUMP OFF ELEV . 3'fT -�-- ! OFF �� RISFR EXIT D PERMITTED ONLY xF t'AGNK MANUFACTURER HAS APPROVAL 3" APPROVED BEDDING UNDER TANK CONCRETE PAD SPECIFICATIONS qc� �,�,, SEPTIC ! DOSE TANK MANUFACTURER: NUMBER DOSES PER DAY TANK SIZES: SEPTIC 1, GAL. DOSE VOLUME INCLUDING DOSE -GAL. FLOWBACK: GAL. ,$ a GAL. a ALARM MANUFACTURER: CAPACITIES! A INCHES MODEL NUMBER: 33 a 2 s GAL. B zxcHEs SWITCH TYPE: e S'. _,,..._.. �•.. -..- -- 1 C = !c� PUMP MANUFACTURER: limns s GAL. s S v MODEL NUMBER: SWITCH TYPE: • D 2 , YNCHEs 2 „J� L. Wi sj;.sr/ AZ!'�t.�? REQ DISCHARGE RATE .S© GPM PUMP 6 ALARM WIRING AS PER IM 16. 23 WAr VERTICAL DYFFERENCE BETWEEN PUMP OI•F AND DiSTRIBUTZON PIPE � FEETT + MINIMUM NETWORK SUPPLY PRESSURE • 'r } a ,2S'' F££T FQRCEMP.IN X 3. P F.1i00 FT. FRICTION FACTOR FEET - -�--•~ AI FEET _ DYNAMIC HEAD T �!/ INTERNAL DZmENSIONS OF PUMP TANK: LENGTH S'/ ; WIDT14 i DIAMETER LIQUID DEPTH 1�� SIG LICENSE MUMBER- � ) DATE: Det Engineering t a Performance Data 40 I 30 PUm Characteristics i ? Pam /Mato, Unit Submersible 20 Maauat Models SHEF40M t SHEF40M2 _ Autamo Models SHEF40A1 SHEF40A2 10 Horse owur 4/10 FvR load Amps 12 6.5 Motor Type Shaded Pate (4 Pole) LLLi Lid RAK 1 550 0 10 20 30 40 60 10 Phase 16 GPM voltage 115 230 Total Head (Feet) 10 14 17 1 ; 25 28 30 35 Herb 60 Tem erature 120° F Max. Fluid Te . (m) 3.0 MEMA Design A GPM (US GPM) ; 70 I GO i 50 4 3 0 20 10 1 0 Insulatiou Goss A ( iters /sec) 4.4 - 1 3.8 3� 2 — 2.5 1.9 1.3 Olschar a Slze 1 112" MPT Dimensional Data Solws Handling 3/4" We hr 28 lbs. aMe" s 1. All dimensions in inches. (Metric for Power Cord 1813, S1T1N, 20' W. (98.42) 5• (127) international use). {30' optioaan 2. Component dimensions may ( Materials of Construction i vary t 1/8 inch, Handle t s Steel 3. Not for construction purpose 3.7/e" DISCHARQH (Be.42) ? -7 2° M1P7 unless ce rti fied. ' lutuicatin Oil Ok rir Oq , Motor Housin Cast Iron ; SWITCH 4. Dimensions and weights are pump Casing Cast tray approximate. Shull _S teel Face 5. We reserve the right to make Mechanical Seal s: carbon /ceramic d Shaft Seal Seat Bodtr" Aaodiud Steel revisions to our pro and their Sprliw. Stal"s, Stool ` specifications without notice. N ews , " Bai" tm 11ar Watered Th tustic ari Bronco Iseve Seori 288.9 to•a [ a per Be i2ae.s2) (250.78s Lower Bearing Row Bd Soaringl Bottom Plate Polyester Coated Steel I ` f ti 3.5ie" ( 92.07 ) Fosreners Stain se St s" (sa.ar , 1 Legs Eng'ureersd Tharsaoplatic -�— C 1"S H I ' ?umps, Ashland. Ohio. Ai Rights Resefvwl, HYDROMATiC Y Y Ut r.ed tocul Wistrihular ^� 1 . • • •� U ;si4cmi, Ohio 44805 Tel; 4)9- 289.3342 Fox: 419 l Web 540 w.vw.pentuupumn.con a ; . � - SS/ YIICES iN Ail MAJOR CITIES AND COUNTRIES " �C /rt 4.1f 1 ut pulle> of Iclut phone duutloty fot yuor loth! Distribclo+ ..,,0 vv :i I zvU b m i � � � d.c.C, � U• `t"e p a,,K.IX z Ci� P,,•�►,b„o � �M„ �r,,B ' • , Wi nsjn Department of-Commerce SOIL AND SITE EVALUATION Di ion of Safety and Buildings Page of Bureau of Integrated Services in accordance with C 09, Wis. Adm. Code � Attach complete site plan on paper not less than 8 1/2 x 11 inches i 7jJ ; Ma n mus County include, but not limited to: vertical and horizontal reference point NQ� r6cti percent slope, scale or dimensions, north arrow, and location an distance to T*a",f`rba1 Rarpel I.D. # APPLICANT INFORMATION - Please print all infbr Reviewed by Date Personal information you provide may be used for secondary purposes (Prhacy, Law, s. 15:04 (1) Property Owner f � U9, Ole Govt. Lot f�1/4�_Y4,S T N,R 5 (or W Property Owner's Mailing Address Lpt fi3lo Subd. Name or CS M# +k � City State Zip Code Phone Number City ❑ village Ne rest Road c<.7 / i 540.191 ( ?1S) 619-270 S < < J✓ w Construction Use: Residential / Number of bedrooms Addition to existing building ❑ Replacement ❑ Public or commercial - Describe: Code derived daily 2 y flow � ' �-� gpd Recommended design loading rate bed, gpd/ft Z- trench, gpd/ft Absorption area required 5 00 bed, ft 500 trencch, ft 2 Maximum design loading rate / . Z bed, gpd /ft j Z' trench, gpd/ft Recommended infiltration surface elevation(s) • x� It (as referred to site plan benchmark) Additional design /site considerations / q 5 Parent material Flood plain elevation, if applicable ft " a I = Suitable for system Conventional Mound In- Ground Pressure AT -Grade System in Fill Holding Tank UE = Unsuitable for system ❑ S U _;KS ❑ U ❑ S,/T!5 ❑ S -'Q ❑ S ❑ S U SOIL DESCRIPTION REPORT Boring # Horizon Depth Dominant Color Mottles Texture Structure Consistence Boundary Roots GPD /ft2 in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. Bed Trench LU 1 0 - O/ L � Ground 3 y - 1 1h, /�11�} lIV7 P. V. r elev. Depth to limiting ,tpctor I- r in. Remarks: Boring # /" b/3 J Ground elev. Depth to limiting facto 0 in. Remarks: CST Name (Please Print) < Signature Zz I Telephone No. J /sr ..L .J �( cJ - 0 7 7 - �L Address Date CST Number SOIL DESCRIPTION REPORT PROPERTY OWNER Page of PARCEL I.D.# Boring Horizon Depth Dominant Color Mottles Structure 2 g in. Munsell Qu. Sz. Cont. Color Texture Gr. Sz. Sh. Consistence Boundary Roots Bed .Trench Gro A elevund 3 wo 75 ,�' Depth to limiting ,fp or Remarks: Boring # z , .......................... Ground elev. ft. Depth to limiting factor in. Remarks: Horizon Depth Dominant Color Mottles Texture Structure Consistence Boundary Roots GPDe in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. Bed , Trench Boring # Biwa Ground elev. ft. Depth to limiting factor ' Remarks: Boring # Ground elev. tt. Depth to limiting factor ' Remarks: SBD -8330 (R.9/98) Soil Test Plot Plan Project Name Dennis Oehlke Shaun r Address 2739 90th Ave Woodville Wi 54028 Cgf #226900 Lot ----- Subdivision - - --- -- Date 2/29/00 S E 1/4 S W 1/4S 7 T 29 N/R 1 5 W Township Springfield Boring Q Well PL Property Line County ST. CROIX 7 :� BM or VRP Assume Elevation 100 ft. Top of Nail in Tree with Orange Ribbon System Elevation 96.6 *HRpSame as Benchmark Alt. BM Base of Small Cotton Wood Tree @ 98.9 Scale = 1 /4 11 = 10' Alt. .M. B.M. Pro 4 rZ 1 Bedroom v� 60' 15 � 350' House 0 0 Slope a B -3 ❑ m J B -2❑ 180 Property Line i :-' wlsoo4sfn Department of commerce SOIL AND SITE EVALUATION Division of Safety and Buildings Pa of Bureau of integrated Services in accordance with Comm 83.09 , Wis. Adm. Code Attach complete site plan on paper not less than 8 1/2 x 11 Inches in size. Plan must County , Include, but not limited to: vertical and horizontal reference point (BM), direction and percent PQ slope, Scala or dimensions, north arrow, and location and distance to nearest road. parcel I.D. # M c� -040 APPLICANT INFORMATION - Please print all Information. Reviewed try Date Personal Information you provide may be used for secondary purposes (Privacy Law, s. 16.04 (1) (m)). Property Owner Property Location Govt. Lot 1 /45 j4,S T 1 N,R E (or W Property Owner's Mailing Address Lot # I Block# Subd. Name or CS M# .+. ,/! City 1 State Zip Code Phone Number ❑ City 0 vil N sst Road Construction Use: ��esidentta( / Number of bedrooms Addition to existing building Replacement ❑ Public or commercial - Describe: Code derived daily flow 15 gpd Recommended design loading rate �� bed, gpd/ft L 2 trench, gpd* Absorption area required ' ZO- 0 — b9d, tt �eO tr7encch, ft22 Maximum design loading rate ` L bed, gpd/ft / - - '?- trench, gpd/ft Recommended infiltration surface elevations) / tr 6 , ` ft (as referred to site plan benchmark) Additional design/site considerations Parent material Flood plain elevation, If applicable _ ✓ IA it S - Suitable for system Conventional Mound In- Ground Pressure AT -Grade System in Fill Hckting Tan u- Unsuitable for system p S u „mss p u ��L. S�t� O S :.. C] S ❑ S SOIL DESCRIPTION REPORT Boring # Horizon Depth Dominant Color Mottles Structure in. Munseit Ou. Sz. Cont. Color Texture Gr. Sz. Sh. Consistences Boundary Roots P Bed , Trench 5 -6 a► 0 Ground . slev. 3 r ,,'9 Depth to limiting C ctor Remarks: Boling # ^ /Z . rj 21A Yi2g, 6 (around elev. lei Depth to limiting 1a =L =71 0 � in. Remarks: CST Name Pr int) Signature Address S Telephone No. Z /f Date CST Number G( G�i ,s y�i�� PROPERTY OWNER SOIL DESCRIPTION REPORT Page of PARCEL l.D.lr Boring # Horizon Depth Dominant Color Mottles Texture Structure Consistence Boundary Rook 2 ";..; in. Munsell Qu. Sz. Cont Color Gr. Sz. Sh. Bed . Trench a /{ 1U act' Cr:+ .f/ 4 Ground Depth to Nmttlng r , GXin. Remarks:. Boring # Ground elev. ft. Depth to limiting factor in. Remarks: Horizon Depth Dominant Color Mottles Texture Structure Consistence Soundary Rotas In. Munseil ou. Sz. Cont. Color Gr. Sz. Sh. Bed Trent h Boring # ; Ground elev. Dept ft. to limiting factor in. Remarks: Boring # C) Ground elev. ft. Depth to limiting factor in ' Remarks: SBD -8330 (R.9t98) Soil Test Plot Plan Project Name Dennis Oehlke Shaun Address 2739 90th Ave ""A (JL Woodville Wi 54028 CSTA #226900 Lot - ---- Subdivision - - - - - -- Date 2/29/00 SE 1/4 S W 1/4S 7 T 29 N/R 15 W Township Springfield Boring ()Well PL Property Line County ST. CROIX BM or VRP Assume Elevation 100 ft. Top of Nail in Tree with Orange Ribbon System Elevation 96.6 *HRpSame as Benchmark Alt. BM Base of Small Cotton Wood Tree @ 98.9 Scale = 1 /4 11 = 10' AIt.B.M. B.M. Pro 4 � / Bedroom 6 0' 15, 350' House ❑ 0 0 11% � Slope a B -3 ❑ m B -2❑ 180' Property Line Safety and Buildings s 1340 E GREEN BAY ST STE 300 SHAWANO WI 54166 - TDD #: (608) 264 -8777 I scons www.commerce.state.wi.us Department of Commerce Tommy G. Thompson, Governor Brenda J. Blanchard, Secretary March 06, 2000 CUST ID No.226900 ATTN: POWTS INSPECTOR ZONING OFFICE SHAUN R BIRD ST CROIX COUNTY SPIA 1008 192 ND AVE 1101 CARMICHAEL RD NEW RICHMOND WI 54017 HUDSON WI 54016 RE: CONDITIONAL APPROVAL Identification Numbers PLAN APPROVAL EXPIRES: 03/06/2002 Transaction ID No. 300524 Site ID No. 187804 SITE: Please refer to both identification numbers, Site ID: 187804 L above, in all correspondence with the a enc . ST CROIX County, Town of SPRINGFIELD; CO HWY E SE1 /4, SWIA, S57, T29N, R15W DENNIS OEHLKE CO HWY E FOR: E Description: MOUND SYSTEM FOR DENNIS OEHLKE Object Type: POWT System Regulated Object ID No.: 651069 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_defirled in chapter 101.01(10), Wisconsin Statutes, is responsible for compliance with all code requirements. o A copy of the approved plans, specifications and this letter shall be on -site during constru ction and p en to inspection by authorized representatives of the Department, which may include local inspectors. All permits i 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. Sincerely, DATE RECEIVED 03/02/2000 FEE REQUIRED $ 180.00 FEE RECEIVED $ 180.00 KE H A WILKINSON, POWTS PLAN REVIEWER BALANCE DUE $ 0.00 Integrated Services (715) 524 -3630, FAX: (715) 524-3633, M -F 7 AM - 3:45 PM KWILKINSON @COMMERCE.STATE.WI.US WiSMART code: 7633 cc: DENNIS OEHLKE i f ♦ M 1 C � 1 ' � � / ST CROIX COUNTY 09 SEPTIC TANK MAINTENANCE AGREEMENT AND OWNERSHIP CERTIFICATION FORM Owner/Buyer A&L4,L6-! Mailing Address , �3 ��?' uJ c)s�L t(e L at, ,V0:2 g Property Address a 7 - (Verification required from Planning Department for new construction) City /State Parcel Identification Number �• /O /3"� /I� bd LEGAL DESCRIPTION Property Location 5 E 1 /., s ' / <, Sec. 7 T 2 9 N -R if W, Town of ri . Subdivision — , Lot # Certified Survey Map # Volume Page # r. Zl ZZ S Warranty Deed # ©��� L Volume 1 `{ 3 . Page # 3 ' Spec house ❑ yes Erno Lot lines identifiable 2 ❑ 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, journeymanplumber, 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 system has been maintained must be completed and returned to the St. Croix County Zoning Office within 30 stating that your septic sys mp days of the three year expiration date. 6 > _44/& ?l '? SIGNATURE OF APPLICANT DATE OWNER CERTIFICATION I (we) certify that all statements on this form are true to the best of my (our) knowledge. I (we) am (are) the owner(s) of the property described above, by virtue of a warranty deed recorded in Register of Deeds Office. D-4a SIGNATURE OF APPLICANT 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 Parcel #:'034-1015-95-000 05/02/2008 10:37 AM PAGE 1 OF 1 Alt. Parcel #: 07.29.15.110B 034 - TOWN OF SPRINGFIELD 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 MATTHEW E OEHLKE O - OEHLKE, MATTHEW E 2739 90TH AVE WOODVILLE WI 54028 Districts: SC = School SP = Special Property Address(es): ' = Primary Type Dist # Description SC 2198 GLENWOOD CITY SP 1700 WITC Legal Description* Acres: 20.000 Plat: N/A -NOT AVAILABLE SEC 7 T29N R1 W 1/2 NW SE 20 7 Block/Condo Bldg: Tract(s): (Sec- Twn -Rng 401/4 1601/4) 07- 29N -15W Notes: Parcel History: Date Doc # Vol /Page Type 04/14/2000 621228 1502/488 WD 06/24/1999 605624 1436/639 LC 11/18/1998 591922 1378/448 MD 2008 SUMMARY Bill #: Fair Market Value: Assessed with: Use Value Assessment Valuations: Last Changed: 06/15/2007 Description Class Acres Land Improve Total State Reason RESIDENTIAL G1 1.000 12,700 216,350 229,050 NO AGRICULTURAL G4 18.500 1,450 0 1,450 NO UNDEVELOPED G5 0.500 100 0 100 NO Totals for 2008: General Property 20.000 14,250 216,350 230,600 Woodland 0.000 0 0 Totals for 2007: General Property 20.000 14,250 216,350 230,600 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 05/08/2008 08:41 AM Parcel #: 034 - 1015 -50 -000 PAGE 1 OF 1 034 - TOWN OF SPRINGFIELD Alt. Parcel #: 07.29.15.108A ST. CROIX COUNTY, WISCONSIN Current X 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 - OEHLKE, MATTHEW E MATTHEW E OEHLKE 1 2739 90TH AVEV' ` WOODVILLE WI 54028 * = Primary Districts: SC = School SP = Special Property Address(es): Type Dist # Description �1 �� L SC 0231 BALDWIN - WOODVILLE AREA SP 1700 WITC Legal Description: Acres: 17.500 Plat: N/A -NOT AVAILABLE SEC 7 T29N R1 5W E 1/2 SE SW LESS 1 1 /2A Block/Condo Bldg: SW COR 17.5A EZ -UT- 1501/343 Tract(s): (Sec- Twn -Rng 40 1/4 160 114) 07- 29N -15W Notes: Parcel History: Date Doc # Vol /Page Type 04/14/2000 621228 1502/488 WD 06/24/1999 605624 1436/639 LC 11/18/1998 591922 1378/448 MD 2008 SUMMARY Bill #: Fair Market Value: Assessed with: Use Value Assessment Last Changed: 06/15/2007 Valuations: Class Acres Land Improve Total State Reason � Description p 1,300 NO AGRICULTURAL G4 13.000 1,300 0 1,450 NO UNDEVELOPED G5 4.500 1,450 I Totals for 2008: 17.500 2,750 0 2,750 General Property Woodland 0.000 0 0 Totals for 2007: 17.500 2,750 0 2,750 General Property Woodland 0.000 0 0 Lottery Credit: Claim Count: 0 Certification Date: Batch #: Specials: Category Amount P User Special Code Special Assessments Special Charges Delinquent Charg 00 Total 0.00 0.00 e % ? vl'� .L`;tJUPI�: p.�� �, �► 09Y STATE BAR OF WISCONSIN FORM 11 - 1982 LAND CONTRACT E x05624 Individual and Co rp orate KATHLEEN H. WALSH (TO BE USED FOR ALL TRANSACTIONS WHERE OVER REGISTER OF DEEDS DOCUMENT NO. $23 ,000 IS FINANCED AND IN OTHER NON- CONSUMER ST. CROIX CO. WI ACT TRANSACTIONS) RECEIVED FOR RECORD Contract, by and between Dennis W. Oehlke and 06 -24 -1999 2:00 PM Susan K. Oehlke ( "Vendor ", LAND CONTRACT Matthew E. Oehlke EXEMPT t whether one or more) and CERT COPY FEE: COPY FEE: ( "Purchaser ", whether one or more). TRANSFER FEE: 1 00 RECORDING FEE: 12 00 Vendor sells and agrees to convey to Purchaser, upon the prompt and full performance PAGES: 2 of this contract by Purchaser, the following property, together with the rents, profits, fixtures and other appurtenant interests (all called the "Property "), in St. Croix County, State of Wisconsin: n THIS SPACE RESERVED FOR RECORDING DATA lod A NAME AND RETURN ADDRESS E 1/2 of SE 1/4 of SW 1/4 EXCEPT 1 1/2 ACRES IN Al SQUARE IN THE SW CORNER: AND THE SW 1/4 OF SE 1/4 AND 2 � 3 � q� Ave . THE W 1/2 OF NW 1/4 OF S SE 1/4; AIL JN ON � HIP 29 NORTH, RANGE 15 WEST, ST. V I Il W � 5 A - 034 - 1015 -50 =000' PARCEL IDENTIFICATION NUMBER This is not homestead property. (is) (is not) Purchaser agrees to purchase the Property and to pay to Vendor at 12739 - 90th Ave., Woodville, WI 54028 the sum of $ 45, 000.00 in the following manner: (a) $ 0 at the execution of this Contract; and (b) the balance of $ 45, 000.00 , together with interest from date hereof on the balance outstanding from time to time at the rate of 9.50 percent per annum until paid in full, as follows: $500.00 per month beginning April 10, 1999 and the same day of each month thereafter. 2q 2 4 Provided, however, the entire outstanding balance shall be paid in full on or before the 10 - day of March 1�_ (the maturity date). Following any default in payment, interest shall accrue at the rate of 9.5 16 per annum on the entire amount in default (which shall include, without limitation, delinquent interest and, upon acceleration or maturity, the entire principal balance). Purchaser, unless excused by Vendor, agrees to pay monthly to Vendor amounts sufficient to pay reasonably anticipated annual taxes, special assessments, fire and required insurance premiums when due. To the extent received by Vendor, Vendor agrees to apply payments to these obligations when due. Such amounts received by the Vendor for payment of taxes, assessments and insurance will be deposited into an escrow fund or trustee account, but shall not bear interest unless otherwise required by law. Payments shall be applied first to interest on the unpaid bna ice %rate specified then to principal. Any amount may be prepaid without premium or fee upon principal at any time after LL , 19 y , tf�fylyE ,t1�ISyE,dj�j(1/q{,1Syfplst'p�Y A"VP6q4(QWa Gdo$6& In the event of any prepayment, this contract shall not be treated as in default with respect to payment so long as the unpaid balance of principal, and interest (and in such case accruing interest from month to month shall be treated as unpaid principal) is less than the amount that said indebtedness would have been had the monthly payments been made as first specified above; provided that monthly payments shall be continued in the event of credit of any proceeds of insurance or condemnation, the condemned premises being thereafter excluded herefrom. Purchaser states that Purchaser is satisfied with the title as shown by the title evidence submitted to Purchaser for examination except: Purchaser agrees to pay the cost of future title evidence. If title evidence is in the form of an abstract, it shall be retained by Vendor until the full purchase price is paid. Purchaser shall be entitled to take possession of the Property on March 23 , 19 • Cross Out One. LAND CONTRACT — Individual and Cor STATE BAR OF WISCONSIN Wboontin L"W Blank Co., Inc. Yom No. 11 -1982 MIIwMkN, Wit. SANITARY PERMIT S'T GIP-0 1)1/1 COUNTY ULHR TRANSFER /RENEWAL UNIFORM PERMIT * (PLB 67 -T) 35 31(05 PERMIT RENEWAL DATE: PERMIT TRANSFER DATE: ORIGINAL PERMIT ISSUANCE DATE: STATE PLAN I.D. NUMBER: xf - 3 - ib- 28t 11 D ld - iS- 1R99 30052 kf PROPERTY LOCATION: CITY: .SGJX.,S ,T N,R - E (o VI W N GE: LOT NUMBER: IBLOCKNUMBER: SUBDIVISION NAME: AREST RO D, LAK R LANDMARK: PREVIOUS SANITARY PERMIT HOLDER (IF CHANGED): SANITARY PERMIT TRANSFERRED TO: NAME: SIGNATURE: NAME: PHONE NUMBER: ADDRESS: / r PHONE NUMBER: ADDRESS: I, the undersigned, hereby assume responsibility for installation of the private sewage system that has previously been approved for this property. PLUMBER'S G T RE: PREY OUS PLUM ERAS NAME (IF CHANG 1: 1 1 4 6 PLU R'S ADD SS: REVIOUS PLUMBER'S ADDRES MP /MPRSW NUMBER: PHONE NUMBER: MP /MPRSW N MBER: PHONE NUMBER: SIGNATURE OF ISSUING AGENT: DATE APPROVED: DISTRIBUTION: Original - County 1 3-1b-ZWV Copy - Bureau of Plumbing Copy - Owner DILHR -SBD -6399 (R. 5/82) Copy - Plumber D --+ O , p U) p O c o fp -� z m M O m co 00 N O0 A m x � 0 Z Fn m m CA vo C/) t n on r m rn -n o r` O p I � C K a O Z 1 c C) r O m o - C� O m C/) z Z D O "' o C _t (n 0 Z - C z C rn C O ? G) U M 0 rrol - -+ � z O O z G) 0 0-6 m C �` mom = a moy� -- vd 3- a m �� m o rn m� mm.� mn om� � m "{ ° °� m _ _ ,.s m� 2 m< J= m Sm Fm co 3, CD ac r rn O m? O< =C "�QQ`� Md mm 0 3 v 3? Fm oymm H 3. m W t I n D M". m3 o H mn.m3 rn Hm <� g a � O M " T o� a� 3 - mm tH z CD rn �3. {� SF 93 O O ° fD �_ CNN 3 A'` a rri < 0 t0 m C , in N r o N o < •• n 3 f o� o, m� 3N C m y, � N m = tc m m ? 3 m C m 3 D d C " N rn D �� V i s " consin A ' Safety and Buildings Division SANITARY PERMIT APP 2 01 W. Washington Avenue In accord with ILHR 83.05, l n , P O Box 7302 Department of Commerce f -� Madison, WI 53707 -7302 e • Attach complete plans (to the county copy only) for the Sys e n pa s Cau ty 1 than 8 1/2 x 11 inches in size. ' ..�G. (2.1^01 • See reverse side for instructions for completing this appli a n 0 C Sfate. nitary Permit Number Ti7 ., Personal information you provide may be used for secondary purposes S7 1x19 Check if revision to previous application (Privacy Law, s. 15.04 (1) (m)]. NTY "Plan I.D. Number I. APPLICATION INFORMATION - PLEASE PRINT ALL IA [Pro er me 7 T X9 ,N,R W er's Mail g dre ss Lot Num er Block Num 0 _ City, $date , Zip C d Phon � � Subdivision Na Number II. TYPE OF BUILDING: (check one) ❑ State Owned Nearest Road it age Public or 2 Family Dwelling - No. of bedrooms n OF Irt el tW III. BUILDING USE (If building type is public, check all that apply) Parc ax Numbers) 7 1 ❑ Apartment/Condo i` — /0) ^T 2 ❑ Assembly Hall 6 ❑ Medical Facility/ Nursing Home 10 ❑ Out r Recreational Facility 3 ❑ Campground 7 ❑ Merchandise: Sales/ Repairs 11 ❑ R urant/ Bar/ Dining 4 ❑ Church / School 8 F1 Mobile Home P 12 vice Station / Car Wash 5 ❑ Hotel / Motel 9 [] Office / Factory 13 ther: specify IV. TYPE OF PERMIT: (Check only one box on line A. eck box on line B, if a ble) A) 1, �w 2. E] Replacem 3 E] Repl ement of 4_ C] Reconnection of 5_ E] Repair of an - - - - -- System -- __ - - -- stem __ - -- Tank ly_ __ Existing System ___ - -__- ExlstingSystem - - - -- - -__ -__ - - - -- - - - - -- B) E] A Sanitary Permit as previo y s d. Permit N ber Date Issued V. TYPE OF SYSTEM: (Ch k only on Non- Pressurized Distributio P ssuri a Distribution Experimental Other 11 C] Seepage Bed 2 30 []Specify Type 41 [] Holding Tank 12 E] Seepage Trench 22 In- r nd Pressure 42 ❑ Pit Privy 13 ❑ Seepage Pit 43 C] Vault Privy 14 ❑ System -In -Fill VI. ABSORPTION STE NFORMATI 1. Gallons Per Day . Abs p. Area 3. Absorp. Area 4. Loading Rate 5. Perc. Rate 6. System Elev. 7. Final Grade quir (sq. ft.) Proposed (sq. ft.), (Gals/day /sq. ft.) (Min-/inch) Elevation CAJ city S� • Q. (o J, �Q Feet 4g. 0 SFeet VII. TANK i o Total # of Prefab. Site Fiber- Exper INFO Gallons Tanks Manufacturers Name .Concrete Con Steel glass Plastic App New istin strutted Tanks Tanks Septic Tank or Holding Tan Z,$d ;e,K/ c4 1 C. ❑ ❑ I ❑ 1 ❑ ❑ Lift Pump Tank /Siphon C tuber © $(� i�C. ❑ El 11 El El Vlll. RESPONSI LITY STATEMENT I, the under ned, assume responsibility for installation of the onsite sewage system shown on the attached plans. Plumber's Name print) I Signature4 Stamps MP /MPRSW No.: Business Phone Number: ,' c 6a nejd PI mber's ress Street City, Sta ip Code}: s go 14 IX. COUNTY/ DEPARTMENT USE ONL ❑ Disapproved Sanitary Permit Fee (includes Groundwater ate Issu Agent Signature o Stamps) Surcharge Fee) Approved ❑Owner Given Initial S Adverse Determination X. CONDITIONS OF APPROVAL / REASONS FOR DISAPPROVAL: SBD- 6398 (R.1 1197) DISTRIBUTION: Original to County. One copy To: Safety 6 Buildings Division, Owner, Plumber Il INSTRUCTIONS 1- A sanitary permit is valid for two (2) years. 2. Your sanitary permit maybe renewed before the expiration date, and at a time of renewal any new criteria in the Wisconsin Administrative Code will be applicable. 3. All revisions to this permit must be approved by the permit issuing authority. 4. Changes in ownership or plumber requires a Sanitary Permit Transfer/ Renewal Form (SBD -6399) to be submitted to the county prior to installation 5. Onsite sewage.systems must be properly maintained. The septic tank(s) must be pumped by a licensed pumper whenever necessary, usually every 2 to 3 years. 6. If you have questions concerning your onsite sewage system, contact your local code administrator or the State of Wisconsin, Safety and Buildings Division, 608 -266 -3151. - To be complete and accurate this sanitary permit application must include: I. Property owner's name and mailing addres$ Provide the legal description and parcel tax number(s) of where the system is to be installed. II. Type of building being served. Check only one and complete # of bedrooms if 1 or 2 Family Dwelling. III. Building use. If building type is public check all appropriate boles that apply. IV. Type of permit. Check only one on line A. Complete line B if permit is for tank replacement, reconnection, or repair. V. Type of system. Check appropriate box depending on system type. VI. Absorption system information. Provide all information requested for numttrs 1 through 7. VII. Tank information. Fill in the capacity of every new /or existing tank, list the total gallons, number of tanks and manufacturer's name, indicate prefab or site constructed and tank material. Complete for all septic, pump /siphon and holding tanks for this system. Check experimental approval only if tanks received experimental product approval from DILHR. VIII. Responsibility statement_ Installing plumber is to fill in name, license number with appropriate prefix (e.g. MP, etc.), address and phone number. Plumber must sign application form. IX. County/ Department Use Only. c X. County/ Department Use Only. 4 Complete plans and specification-s not smaller than 8 1/2 x 11 inches must be submitted to the'county. The plans must include the following: A) plot plan, drawn to scale or with complete dimensions, location of holding tank(s), septic tank(s) or other treatment tanks; building sewers; wells; water mains/water service; streams and lakes; pump or siphon tanks; distribution boxes; soil absorption systems; replacement system areas; and thflocation of the building served; B) horizontal and vertical elevation reference points; C) complete specifications for pumps andontrols; dose volume; elevation differences; friction loss; pump performance curve; pump model and pump manufact" rer; D) cross section of the soil absorption system if required by the county; E) soil test data, on a 115 form; and.F), all sizing information. ---------------------------------------------------------------------------------------------------- GROUNDWATER SURCHARGE 1983 Wisconsin Act 410 included the creation of surcharges (fees) for a number of regulated practices which can effect groundwater. The monies collected through these surcharges are used for monitoring groundwater contamination investigations and establishment of standards. Safety and Buildings 2226 ROSE ST LA CROSSE WI 54603 -1905 TDD #: (608) 264 -8777 i scons i n www.commerce.statemi.us Department of Commerce Tommy G. Thompson, Governor Brenda J. Blanchard, Secretary June 10, 1999 CUST ID No.225036 ATTN: POWTS INSPECTOR ZONING OFFICE MICHAEL P MC DONELL ST CROIX COUNTY SPIA 1070 HUNTER RIDGE RD 1101 CARMICHAEL RD HUDSON WI 54016 HUDSON WI 54016 RE: CONDITIONAL APPROVAL APPROVAL EXPIRES: 06/10/2001 Identification Numbers ' Transaction ID No. 230750 Si te ID No. 174184 SITE• Please refer to both identification numbers, Site ID: 174184 above, in all correspondence with the agency. St. Croix County, Town of Springfield SE1 /4, SW 1/4, S7, T29N, R15W — Parcel ID No. 034 - 1015 -50 Facility: Matt Oehlke FOR: Description: Mound System - Four Bedroom Residence Object Type: POWT System Regulated Object ID No.: 473757 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: • 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. 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 06/05/1999 t FEE REQUIRED $ 180.00 FEE RECEIVED $ 180.00 Gerard M. Swim BALANCE DUE $ 0.00 POWTS Plan Reviewer - Integrated Services (608)785-9348, Mon - Fri, 7:15 AM - 4:00 PM jswim @commerce.state.wi.us WiSMART co4*,7b33 i MOUND SYSTEM DESIGN Residential Application INDEX AND TITLE SHEET p.O.W.T.S. Colldltionally Project Matt Oehlke ED Owner Dennis Oehlke u T nF CO MERCE D1VIS� SAF LDINGS Address 2739 90th Ave. Woodville, WI 54028 SEE CORRESP ENCE Legal Description SE1 /4SW1/4, Sec. 7, T.29N., R.15W. Township Springfield County St. Croix Q Subdivision Name Lot No. al Parcel ID Number 034 - 1015 -50 `lUN -.5 CD �g Plan Transaction Number 0& & oG 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 performance curve Page 6 Site plan Page 7 Attached soil evaluation report Page 8 Designer Mike McDonell License Number 225036 Signature # fdo j ff Phone No. 715 - 386 -8692 Date 5/01/99 Notice: Tampering with this file by unauthorized persons is prohibited. Deliberate modification will result In disciplinary action under s. 145.10, Wis. Stats. Personal information you provide may be used for secondary purposes [Privacy Law, s.15.04 (1)(m)]. SBD- 10462 -E (R.05198) Page 1 of 8 l MOUND SYSTEM DESIGN Complete red boxes as necessary. 1000 gpd maximum design flow. Inch- pounds Metric Residential or commercial? r (r or c) (y or n) Replacement system? Creviced bedrock site? n (y or n) Slope 11 % Wastewater flow rate 600 gpd 2271 Lpd Depth to limiting factor 28 in 71.1 cm In situ soil infiltration rate 0.6 gpd/W 24.4 Lpd/m Contour line elevation 94.8 ft 28.90 m Use standard fill depths? x OR Design depth? ��in �cm Place X in box to use standard depths (24 and A +4 inclusive) OR specify design fill depth. Center or end manifold c (c or e) Hole diameter 1 0.25 in 0.125, 0.156, 0.188, 0.219, 0.25, 0.261. or 0.313 inch oniv. Lateral spacing 0.00 ft Use 0 lateral spacing for trenches. Estimated hole space 2.50 ft Not a final calculation. Number of laterals Pump tank elevation 89 ft Outside bottom of tank. Forcemain length 30.0 ft Forcemain diameter 2.0 in 1.5, 2 3 or 4 inch only. 2.067 in Actual I.D. HOLE DIAMETER CONVERSIONS 1/8 = 0.125 1/4 = 0.250 SYSTEM SOLUTIONS Inch-pounds Metric 5/32=0.156 9/32=0.281 Estimated daily flow 600 gpd 2271 Lpd 3/16=0.188 5116=0.313 7/32 = 0.219 Absorption cell Design load rate & area 1.2 gpd1W 500.0 ft` 46.45 m` Linear loading rate (LLR) 6.00 gpd /ft 74.4 Lpd /m Design width (A) 5.00 ft 1.52 m Cell length (B) 100.0 ft 30.48 m Depth of cell (F) 9.5 lin 1 24.1 cm Sand filter Upslope fill depth (D) 12.0 in 30.5 cm Downslope fill depth (E) 18.6 in 47.2 cm Basal area required (gpd/infiltration rate) 1000.0 ft2 92.90 m Supporting components Topsoil depth 6.0 in 15.2 cm Subsoil depth at center 12.0 in 30.5 cm Subsoil depth at cell wall 6.0 in 15.2 cm End slope toe length (K) 10.70 ft 3.26 m Up slope toe length (J) 6.30 ft 1.92 m Down slope toe length (1) 15.00 ft 4.57 m Total mound length (L) 121.40 ft 37.00 m Total mound width (W) 26.30 ft 8.02 m Project: Matt Oehlke Transaction Number: Page 2 of 8 MOUND PLAN VIEW observation pipes (typical) E 26.3 ft :":::::::::: A = 5.00 ft 1.52 m 8.02 mB = 100.0 ft 30.48 m W B J= 6.30 ft 1.92 m K I= 15.00 ft 4.57 m K = 10.70 ft 3.26 m _ F 1 40 ft 37.00 m typ. obs. pipe (anchored securely) I = down slope dimension = absorption cell (AxB) J = up slope dimension = plowed area (L.xW) K = end slope dimension 6" (152 mm) T MOUND CROSS SECTION D = 12.0 in 30.5 cm lateral topsoil H subsoil cap E = 18.6 in 47.2 cm invert 96.30 i ____ __ ______ ... _ . F = 9.5 in 24.1 cm elev. 29.35 m G = 12.0 in 30.5 cm T ASTM C33 H = 18.0 in 45.7 cm y Sand Fill W Sys. 95.80 ft elev. 29.20 m 94.80 ft contour 28.90 m elev. 11 % ---� 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 with geotextile fabric. Designer notes: Mound must be built in a "cresent" shape to follow natural contour of site. Fininshed grading plan should include adding additional fill at upper inside edge of mound to divert surface water around and away from mound site. Project: Matt Oehlke Transaction Number: Page 3 of 8 I PRESSURE DISTRIBUTION CALCULATIONS Absorption cell Inch- ounds Metric Width (A) 5 ft 1.52 Im Length (B) 100.0 ft 30.48 Irn Lateral specifications Number laterals 2 Holestlateral 19 holes Lateral length (P) 47.79 ft 14.57 m Hole diameter 0.250 in 6.35 mm Lat. dis. rate 22.14 gpm 1.40 Us Sys. dis. rate 44.28 gpm 2.79 Us Hole spacing (X) 31 in 78.7 cm Lateral diameter Pipe diameter Design options Design choice Designer must 1 in (25 mm) Place X in red X' one choice 1 1/4 in (32 mm) box of chosen from the options 1 1/2 in (40 mm) x x diameter. provided. 2 in (50 mm) x 3 in (75 mm) x Manifold diameter Pipe diameter Design options Design choice Designer must 1 in (25 mm) X' one choice 1 1/4 in (32 mm) None required. from the options 11/2 in (40 mm) No choice necessary. provided. 2 in (50 mm) 3 in (75 mm) 4 in (100 mm) Distribution system contains: 2 Lateral(s) LATERAL DIAGRAM - CENTER CONNECTION Place correct lateral diagram by clicking in one of the drawings at right and dragging the diagram into this area. I P end cap 6 I<- X-- ->I+Fxr2 I 0241 Laterals & force main of PVC Sch 40 Last hole drilled next to end cap (per COMM Table 84.30 -5) Holes drilled on the bottom of the lateral, • = permanent end marker equally spaced Inch-pounds Metric Lateral length (P) 47.79 ft 14.57 m Lateral spacing (S) 0.00 ft 0.00 m Hole spacing (X) 31 in 78.7 cm Manifold length 0 ft 0.00 m Hole diameter 0.250 in 6.4 mm Lateral diameter 1.50 in 40 mm Forcemain diameter 2.00 in 50 Imm Project: Matt Oehlke Transaction Number: Page 4 of 8 TDH and Pump Tank Drawing Total Dynamic Head Operational head 2.50 ft 0.76 m Vertical lift 6.40 ft 1.95 m Are laterals the highest pant in the Friction loss 0.96 ft 0.29 m system? Yes 'x" here. Total dynamic head 9.86 ft 3.01 m If no, what is the highest elevation Dose Volume downstream of pump? C � Dose is > 10 times lateral volume Forcemain drain Lateral void volume 10.1 gal 38.2 L back to tank? ('Y' one) Minimum dose 150.0 gal 567.8 L x Yes Drain back 5.2 gal 19.7 L No Dose volume 155.2 gal 587.5 1 L Typical Pump Chamber Layout In combination with state approved treatment tank. Tank construction as per Comm 83.20(3) WAC. approved manhole cover with I weather proof warning label and locking device grade levels junction box g rade levels disconnect altemate W vent pipe electric as per NEC 300 and F outlet Comm 16.28 WAC location 18" (46 cm) min. wall of pump L am— apps chamber or outlet joint combination tank A Provide 1/4" weep hde or anti - alarm on siphon device as necessary pump on B T Grade levels pump 89.9 ft C W - pump tank manhole = 4" (10 cm) Off elev. 27.4 m minimum above finished grade D - vent = 12" (30.5 cm) minimum above finished grade 89.0 ft Pump tank elevation 3 " (75 mm) of bedding under tank 27.1 m bottom of tank Tank manufacturer Wieser 750 gallon concrete Pump tank capacity 20.28 gal /in Pump tank volume 760 gal Pump manufacturer JZoeller Inches Gallons Pump model number 6 o A 19.8 402.0 US B 2 40.6 Alarm manufacturer IS.J. Electro syste 0 C 7.7 155.2 Alarm model number 1101 HW p D 8 162.2 Project: Matt Oehlke Transaction Number: Page 5 of 8 HEAD /CAPACITY CURVE s W EFFLUENT SL DEWATERING TOTAL DYNAMIC HEADICAPACITY PER MINUTE SERIES 37-69 A 1377139 161/4161 1614163 165/4165 16514165 18414184 1647184 199/4189 n FT : :M'2i. GAL .LTRi. GAL :L'rR.: GAL `L1YE:: GAL L GAL LtYt': GAL 4414;' CAL L1R ? -: GAL. LTit? GAL i:1:fiR� GAL <�:LTRi J ;.1 S 1SS2 43 taY: 72 414 17 ;tom ::: 106 ::101';; N 271.::x: N 2314 St .ii=Y3 i 155 !:fN. 1SS ;. 100 10 SA5 St :139 41 :'2ft 79 :< ;: 100 i:..37t >'s 61 331.<: 61 271 i, 84 146 151 s_sm -`: 15 4:67 19 72': 4 S `179 N !412i f1 ii 344; 84 R27 is 60 277 ii 84 220':: 142:1 :�1L.: 745 20 6:10 2S 384 >6 `i:176 ;i 12 'i 310 < 59 223 ::i 84 327 SIP 136 »: t 110 2s 74 `.: 4W `'. 57 316:: 59 327::: 84 320 t 129 .694 733 -. 90 70 9:14 65 i :.2�6:i' SS 300<:- 84 226E: f0 310 ": S6 121 127 26: 40 :11.19 46 271; ?: 46 142 Ss 206 7s 293:: 84 105 :::ifr: 1114 2x171:' SO .t 21 z:i70;., 73 12S < St 1ft.j' 84 119:i: 84 :'ia40 f0 711 100 21,: 84 162! iS .Eft:' 43 161 {:'.'< 36 :135 >: 844:926` 71: ael {S .>]t2s 75 70 41;3 30 1t1q 10 K i3 52 ?: ?1YX:i 51 La91, 70 >zti5i 22.7 es 96 24136 .. Z 7D ,. >! 71 63::1. :.::;: 4s °y70C 29 ! &109 st 90 3771 32 %'1�' 2 17 too ,n'? as t10 :7369 7 26;, 9 ;70 :: Loek Wlve: 1925• 23• 26' 56• 84' or 7r 115• 91' 1 11r 55 163. ° 1 16 WARNING: Model 185/4185 should not be subjected to 50- less than 30 feet TDH. 1 " > 4s NOTE: For Head Capacity on Model 112, Industrial ID column - explosion proof pump, see FMO219, 165,1195 IN 30 169.4199 =:: n 4 > 20 N N 1f1 x161 1S T a 7` 10 9e 12 4 53 1 1 1 137.139 57 vs:'uiialvs l0 30 w sD lso 70 90 sb loo 110 1 loo so 160 utEas::_ SKS413 _ �,: tlo � -:_: _. �.*a FLOW PER MMUTE '. SEWAGE & DEWATERING TOTAL DYNAMIC HEAD/CAPACITY PER MINUTE 75 12:':.. SERIES 262 266 267 266 262/42/2 2W4294 292/4292 29314293 2W4294 29L429s 0 FT M .Gal LI}f�: Gal Lfi.$ Gal. 1. 7:01 Gal. L" Gal. Gal.t27f:; Gal.:L1rt: Gal LOa: WI 1.as . .. 0 5 s 172; 90 Sty 126 494; 128 ;464 426 :464: 130 492 184 841;; 173': ;:. 196 2 t2 225 '1152: 10 .106:: 60 22X.: t9 337: 19 .337 $9 9s 350 738 694' 416 {yy.3 > 194 6116 205 775:: 19 o .. ... 13 4.67:. 22.5 50 109' 50 :109 s0 ::184 63 331 135 611;. 100 M 130 4q; 16s. 105 700: ' 35 20 6 : i0 E 10 3934 10 . >a 10 ::>d . 33 12S 106 401 :1 43 .. . ,. 322:; 119 439; 150 E6f 168 B3ti�. 50 2s 9'. 76 284; 66 2q6;; 106 491 >. 136E1S 153 0006 30 914' = Ss 5 s3 163: 46 474; f0 310: 127 X66. 140 530: u t0 12.19:: 26 )6:: 50 166; N ]S9 115 4* �2 a0 so 13,21,E 84 270 84 377: T 35 84 13 49 39 R22. 2 lc 70 21.74`: 25: : 93 so . d 29 .4 L «k WWe: is 21S 215• 26' 35 39• 50' 6r_ _ 2s s zo WARNING: Model 293/4293 should not be subjected to 282.12ez less than 15 feet TDH. 1s 4 84,8481 1D 292.1292 2 262 _- S 266, 67, 68 294 4294 _ - 0 295.1295 05,4405 U.S. CXEONS 1D 20 30 40 50 60 70 W ;0 100 110 120 90 IJO 110 50 160 7016079 700 21 220 230 210 250 2Fi0 27D 50 290 _ I30D 310' }0 3303401 350 3601 310 3601390 400 410 0 160 240 320 41317 480 - -- 580 ';9W 120 800 n60 460 !: 1040 1420 Imo 12 -- - I 1440 :152D. FLOW PER MINUTE SKS53 3 �tA o � LA o a ' U o z / i o i i �o a ■ �i A .� a �(A N c a � •1 o 0 io s V a CL L A 0 dr► ✓may PJ 7 o�'S `Wisconsin Department ofCommerce SOIL AND SITE EVALUATION Page 1 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 W1 x 11 inches in size. Plan must County include, but not limited to: vertical and horizontal reference pant (BM), direction and St. Croix percent t slope, scale or dimesions, north arrow, and I ce to nearest road. Parcel I.D.# APPLICANT INFORMATION - p1 J iittfp Jl '> 034 -1015- 50-000 Personal information you provide may be used for purposerivacy 1 04 (1) (m)). Rev B Datg (i Property Owner i .-t J erty Location Dennis Oehlke Y` of SE 1/4 SW 1/4 7 T 29 N,R 15 W Property Owners Mailing Address - - a# Block # Subd. Nam r CSM# 2739 90th Ave. ' ST CROIX City State Zi , P ity ❑Village — arest oad Woodville WI 54� , 9 . 7 - - � ! Springfield County Hwy. E ❑ New Construction Use: ❑ Residential /'Nu% ' ms 4 ❑Addition to existing building ❑ Replacement E] Public or commescribe Code Derived daily flow 600 gpd Recommended design loading rate .5 bed, gpd/ft .6 trench, gpd/ft Basal area required 1200 bed, ft 750 trench, ft Maximum design loading rate •5 bed, gpd/ftz .6 trench, gpd/ft Recommended infiltration surface elevation(s) 95.80' at 12" above 94.80' contour ft (as referred to site plan benchmark) Additional design / site considerations Mound to be installed in a "cresent" shape following contour. Finish grading should include placing fill at upper Parent material Glacial till. Flood plai n elevation, 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 ® U ❑ S ❑ U ❑ S ❑ u I ❑ S ® U ❑ S ®u ❑ S ® U SOIL DESCRIPTION REPORT Depth Dominant Color Mottles Texture Structure Consisten Boundary Roots GPD/ft2 Boring# Honzon In Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. Bed _ ;Trench 1 1 0 -9 10YR3 /2 None sl 2fcr mvfr as 3f 0.5 0.6 2 9 - 10YR4/2 None sl 2msbk mfr gs 2f 0.5 0.6 Ground 3 19 -28 10YR4/4 None gr. sl 2msbk mfi cw if 0.5 0.6 elev 93.20' ft 4 28 -40 10YR4 /4 f2d7.5YR5/6 gr. sl 2msbk mfi 9w - 0.5 0.6 Depth to 5 40 -68 7.5YR5/4 f3d7.5YR5/8 scl Om dh - - NP 0.3 limiting factor 28 Remarks: 2 None sl 2fcr mvfr as 3f 0.5 0.6 2 1 010 10YR3/ 2 10 -21 10YR4 /2 None A 2msbk mfr gs 2f 0.5 0.6 Ground 3 21 -32 10YR4/4 None gr. sl 2msbk mfi cw if 0.5 0.6 elev 93.05' ft 4 32 -52 l0YR5 /4 f2d7.5YR5/6 gr. sl 2msbk mfi gw - 0.5 0.6 Depth to 5 52 -73 7.5YR5/4 None s & gr. Osg dl - - 0.7 0.8 limiting factor Remarks: CST Name (Please Print) Signatu / Telephone No. James K. Thompson 715- 248 -7767 Address A.C.E. Soil & Site Evaluations Date CST Number Ref # 340 Paulson Lake Lane, Osceola, W1 3/20/99 3602 1011 P)WF@RI*OWNER: Denis, --14e SOIL DESCRIPTION REPORT 10„ Page 2 of 3 PARCEL LD.# 034 - 1015 - 50 A.C.E. Soil & Site Evaluations Depth Dominant Color Mottles Structure GPDlfF Horizon in Munsell Qu. Sz. Cont. Color Texture Gr. Sz. Sh. nsistence Boundary Roots Bed � Trench 3 1 0 -9 10YR3/2 None sl 2fcr mvfr as 3f 0.5 0.6 2 9 -24 10YR4 /2 None sl 2msbk mvfr gs 2f 0.5 ! 0.6 Ground elev 3 24 -33 10YR4 /4 None gr. sl 2msbk mfi cw if 0.5 0.6 96.20' ft 4 33 -48 10YR5 /4 f2d7.5YR5/6 gr. sl 2msbk mfi gw - 0.5 0.6 Depth to 5 48 -72 7.5YR5/4 f3d7.5YR5/8 scl Om dh - - NP 0.3 limiting factor 33" Remarks: —_ Ground elev Depth to limiting factor Remarks: Ground elev Depth to limiting factor Remarks: Ground elev Depth to limiting factor Remarks: w � U ■ U a z P Sir N O 4°. ■ o� . i� o � ■ w c � o -� N� CC) b 1 �? Wi 6odiin Department of Commerce SOIL AND SITE EVALUATION Page 1 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. Cr oix percent slope, scale or dimensions, north arrow, and location and distance to nearest road. Parcel LD.# APPLICANT INFORMATION - Please print all information 034 - 1015 -50 -000 Personal information you provide may be used for secondary purposes (Privacy Law, s. 15.04 (1) (m)). Reviewed By Date Property Owner Property Location Dennis Oehlke Govt. Lot SE 1/4 SW 1/4 S 7 T 29 N,R 15 W Property Owner's Mailing Address O Lot # Block # Subd. Name or CSM# 2739 90th Ave. City State Zip Code PhoneN r City ❑ Village ❑Town Nearest Road Woodville WI 54028 715 698 - 2705 Springfield CountyHwy.E ❑ New Construction Use: Residential / Number of bedrooms 4 ❑Addition to existing building ❑ Replacement ❑ Public or commercial describe Code Derived daily flow 600 gpd Recommended design loading rate -5 bed, gpdtw .6 trench, gpdW Basal area required 1200 bed, ft' 750 trench, ft Maximum design loading rate •5 bed, gpd/ft2 .6 trench, gpd/W Recommended infiltration surface elevation(s) 95.80 at 12" above 94.80 contour It (as referred to site plan benchmark) Additional design / site considerations Mound to be installed in a "cresent" shape following contour. Finish grading should include placing fill at upper Parent material Glacial till. Flood plat n elevation, 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® U ❑ S❑ u 11 S® U ❑ S® U ❑ S Nu ❑ S® U SOIL DESCRIPTION REPORT Depth Dominant Color Motties Structure GPD/ft Boring# Horizon in. Munsell Qu. Sz. Cont Color Textttre Gr. Sz. Sh. C Boundary Roots Bed Trench 1 1 0 -9 10YR3/2 None sl 2fcr mvfr as 3f 0.5 0.6 2 9 -19 10YR4 /2 None A 2msbk mfr gs 2f 0.5 0.6 Ground 3 19 -28 10YR4 /4 None gr. sl 2msbk mfi cw if 0.5 0.6 elev 93.20' ft 4 28 -40 10YR4 /4 f2d7.5YR5/6 gr. sl 2msbk mfi gw - 0.5 0.6 Depth to 5 40 -68 7.5YR5/4 f3d7.5YR5/8 scl Om dh - - NP 0.3 limiting factor 28" Remarks: 2 1 0 -10 10YR3 /2 None sl 2fcr mvfr as 3f 0.5 0.6 2 10 -21 10YR4 /2 None sl 2msbk mfr gs 2f 0.5 0.6 Ground 3 21 -32 10YR4 /4 None gr. sl 2msbk mfi cw if 0.5 0.6 elev 93.05' ft 4 32 -52 10YR5/4 f2d7.5YR5/6 gr. sl 2msbk mfi gw - 0.5 0.6 Depth to 5 52 -73 7.5YR5/4 None s & gr. Osg dl - - 0.7 0.8 limiting factor 32" 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, Wl 54020 3/20/99 3602 1011 " PIZ606 *OWNER: Dannis0ehlke SOIL DESCRIPTION REPORT Page 2 of 3 PARCEL I.D.# A.C.E. Soil & Site Evaluations Horizon Depth Dominant Color Mottles Texture Structure nsistence Boundary Roots GPD/ft2 in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. Bed Trench 3 1 0 -9 10YR3/2 None sl 2fcr mvfr as 3f 0.5 0.6 2 9 -24 10YR4 /2 None sl 2m mvfr gs 2f 0.5 0.6 Ground elev 3 24 -33 10YR4 /4 None gr. sl 2msbk mfi cw if 0.5 0.6 96.20' ft 4 33 -48 10YR5 /4 f2d7.5YR5/6 gr. sl 2msbk mfi gw - 0.5 0.6 Depth to limiting 5 48 -72 7.5YR5/4 f3d7.5YR5/8 scl Om dh - - NP 0. factor 33" Remarks: Ground elev Depth to limiting factor Remarks: Ground elev Depth to limiting factor Remarks: Ground elev Depth to limiting factor Remarks: �, ` �J. � � S , V i � I �,� r u � � r� 3 0{3 kA : i 4 'o CA \ n' tho is o W O / � f/ W o - e �LA a` b OD b 1 A // r 1 ` /Ole l0l 19 STATE BAR OF WISCONSIN FORM 11 - 82 0./0/4( /D 605624 LAND CONTRACT KATHLEEN H. WALSH Individual and Co (TO BE USED FOR ALL TRANSACTIONS WHERE OVER REGISTER OF DEEDS DOCUMENT NO. $25 ,00015 FINANCED AND IN OTHER NON - CONSUMER C ST. CROIX CO. WI ACT TRANSACTIONS) RECEIVED FOR RECORD Contract b and between Dennis W. Oehlke and 06 -24 -1999 2:00 PM Susan K. Oeh ( "Vendor ", LAND CONTRACT Matthew E. Oehlke EXEMPT M whether one or more) and CERT COPY FEE: COPY FEE: ( "Purchaser ", whether one or more). TRANSFER FEE: 135.00 RECORDING FEE: 12.00 Vendor sells and agrees to convey to Purchaser, upon the prompt and full performance PAGES: of this contract by Purchaser, the following property, together with the rents, profits, fixtures and other appurtenant interests (all called the "Property "), in St. Croix County, State of Wisconsin: n THIS SPACE RESERVED FOR RECORDING DATA 1 Ja ll NAME AND RETURN ADDRESS E 1/2 of SE 1/4 of SW 1/4 EXCEPT 1 1/2 ACRES IN A t rys t 11 Ol SQUARE IN THE SW CORNER: AND THE SW 1/4 OF SE 1/4 AND 1 i [.l'TT THE W 1/2 OF NW 1/4 0)a,SE 1/4; Iff 271 3e) qO+h R VIE- . I TT ON � I�HIP 29 NORTH, RANGE 15 WEST, ST. wood V l� 1 t e W - A 023 - 1016 -10 -004; 034- 1015 -50' -000 PARCEL IDENTIFICATION NUMBER This is not homestead property. (is) (is not) Purchaser agrees to purchase the Property and to pay to Vendor at 2739 - 90th Ave Woodville, WI 54028 the sum of $ 45, 000.00 in the following manner: (a) $ 0 at the execution of this Contract; and (b) the balance of $ 45, 000.00 , together with interest from date hereof on the balance outstanding from time to time at the rate of 9.50 percent per annum until paid in full, as follows: $500.00 per month beginning April 10, 1999 and the same day of each month thereafter. 20$4 Provided, however, the entire outstanding balance shall be paid in full on or before the 10 day of March 1 — (the maturity date). Following any default in payment, interest shall accrue at the rate of 9.506 per annum on the entire amount in default (which shall include, without limitation, delinquent interest and, upon acceleration or maturity, the entire principal balance). Purchaser, unless excused by Vendor, agrees to pay monthly to Vendor amounts sufficient to pay reasonably anticipated annual taxes, special assessments, fire and required insurance premiums when due. To the extent received by Vendor, Vendor agrees to apply payments to these obligations when due. Such amounts received by the Vendor for payment of taxes, assessments and insurance will be deposited into an escrow fund or trustee account, but shall not bear interest unless otherwise required by law. Payments shall be applied first to interest on the unpaid to ce t4e,rate specified %then to principal. Any amount may be prepaid without premium or fee upon principal at any time after 1 " LJ , 19 y ,tf}��e/�l�ijE,�i��y�ISf(l/gf {Syfy(S,tpi3Y 11*4WVpW4(Q ✓aA10"1y In the event of any prepayment, this contract shall not be treated as in ,acfault v4th r2sp: ct to payment so fang as the unpaid balance of principal, and interest (and in such case accruing interest from month to month shall be treated as unpaid principal) is less than the amount that said indebtedness would have been had the monthly payments been made as first specified above; provided that monthly payments shall be continued in the event of credit of any proceeds of insurance or condemnation, the condemned premises being thereafter excluded herefrom. Purchaser states that Purchaser is satisfied with the title as shown by the title evidence submitted to Purchaser for examination except: Purchaser agrees to pay the cost of future title evidence. If title evidence is in the form of an abstract, it shall be retained by Vendor until the full purchase price is paid. Purchaser shall be entitled to take possession of the Property on March 23 , 19 99 • Cross Out One. LAND CONTRACT - Individual and Cor STATE BAR OF WISCONSIN Wisconsin Leo Blank Co.. Inc. rP Form No. 11 -1982 Milwaukee. Wis. r 6069GS 0 0Wff AL 2 7 SURVEYMAP SURV EYOR'S RECORD CER TIFIED - ..._._... Located in the SW 1 /4 of the SE % of the fractional Section 7, T29N, R15 W, Town of Springfield, St. Croix County, Wisconsin. 1 �. UNPLATI r D! �5 S 89 54' 31" E 662.38' 6 I f NORTH LINE OF THE FILED 2 SWIM OF THE SE1 /4 �^ JUL 1 6 1999 ► 8 IH w�tstr z y ��o 3 0 Scale 1" = 200' OWNER / SUBDIVIDER DENNIS OE H" m Bearings 2739 90' Avenue referenced to the Woodville, WI..54028 South line of the SURVEYED FOR o SE % of Section MATT OEM" _ N IC 7, assumed S89 co i 'di, m o iZ 58'20 "E. C1, N m 'Z) U m LOT 1 w �� ° 877,883 SQUARE FEET ( 20.153 ACRES) jZ �I Z INCLUDING RIGHT -OF -WAY ICI) 848,067 SQUARE FEET (19.469 ACRES) EXCLUDING RIGHT -OF -WAY S114 CORNER OF SE CORNER OF SECTION 7, 100' BUILD G SETBACK LINE SECTION 7, .......... T29N, R1 5W T29N, R15W SOUTH NE OF THE SE1 /4 �. ( ALUM. CAP) ( P.K. NAIL SET) / 45.01' S 89_58' 0" E 662.55 45.01 _ 9° 58' 2 " W 662.56 1,325.11' �2•. N 8 � , S 89 58' 20" E S 890 58' 20" E CO � � UNTY TR NK HIGHWAY E UNPLAI?ED LANDS + Indicates Section corner J1SEPH W. monument ( as noted) * AS lie 0 Indicates 1" X 24" iron pipe N S•22 n weighing 1.68 tbs. / lin. ft. seta Indicates fence. PREPARED BY: y p� = 200' �RA NRERC�SURVEYI NG so OC 'LE IN FEET t 1239 C.T.H. 0' S0' 100' 200' 400' 600' New Richmond, WI. 54017 5 �� Phan ( 715 ) 246 -7529 J THIS INSTRUMENT DRAFTED BY JOSEPH W. GRANBE.RG Job No. 99 - 019 SHEET 1 OF 2 .■,� Vol. 13 Page 3689 I