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HomeMy WebLinkAbout030-2119-10-000 Wisconsin Department of Commerce Safety and Buildings Division PRIVATE SEWAGE SYSTEM Count y INSPECTION REPORT St. Croix GENERAL INFORMATION (ATTACH TO PERMIT) Sanitary Permit No-: Personal information you provice may be used for secondary purposes [Privacy Law, s.15.04 (1)(m)]. 363962 Permit Holder's Name: ❑ City ❑ Village ❑ T wn of: State Plan ID No Durning, Jim St. Joseph Township CST BM Elev.:. Insp. BM Elev.: BM Description: Parcel Tax No.: vp, p' Op I D ' Cam-- 8"^� 030 - 2119 -10 -000 e TANK INFORMATION ELEVATION DATA TYPE MANUFACTURER CAPACITY STATION BS HI FS ELEV. Septic >ZS✓K- , Benchmark S " o 1- ` 2 1 ' Dosing Alt. BM ' D. off- off. 3 Aeration Bldg. Sewer C"t9 Holding St/ Ht Inlet j %y D 9 (o y 0' TANK SETBACK INFORMATION St/ Ht Outlet 2" , [ } of G. 2-5 TANKTO P/L WELL BLDG. Air to I ntake ROAD Dt Inlet �' ---- -- Air Septic > IOD >570 ° l� NA Dt Bottom Dosing NA Header /Man. 6 3 0 16 , OT Aeration A Dist. Pipe `f7i" 3 9 D 5 -' r � [ Holding Bot. System 7, 6 . �� °►�, ( - 1 PUMP/ SIPHON INFORMATI �- Final Grade MarALfacturer _/ Demand St cover Model Number GPM TDH Li Friction stem TDH Ft Loss 4xL cemain Length Dia. Dist. SOILAPGR TION SYSTEM o TRENCW Width Len N Trenches PIT No. Of Pits Inside Dia. Liquid Depth DIM N r DIMENSION SYSTEM TO P/ L BLDG �� WELL LAKE / STREAM LEACHING Manu ur r: SETBACK _ S INFORMATION Type O CHAMBER �. -_J`1 i o el Number System: l �`L�`► 3 y 5 > OR UNIT DISTRIBUTION SYSTEM Header /Manifold Distribution Pipes) x x Hol S acing Vent To Air Intake Length Dia. L th Spacing �D 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: (1/ / f ' Inspection #2: Location: 1291 89th Street, New Richmond, WI 54017 (NE 1/4 NE 1/4 36 T30N R19W) - 363019972 Durning & Lewis - Lot 1 1 ai- 1. p Alt BM Description — 2.) Bldg sewer length = 0,.o' V V - amount of cover = > Zo SoriC,m�ei Plan revision required? ❑ Yes X No , Use other side for additional information. lZ 1 2- 0 1 2 - 6 SBD -6710 (R.3/97) Date Inspector's Signature Cert No. ADDITIONAL COMMENTS AND SKETCH SANITARY PERMIT NUMBER: 1 _4 - --- ---- ------- ------ T--l € S 4 d z 9 { 3 E a a s E E € r Sanitary Permit Application Safety & Buildings Division In accord with Comm 83.21. Wis. Adm. Code 201 W. Washington Ave. See reverse side for instructions for completing this application PO Box 7302 iseonsin Personal information you provide may be used for secondary purposes Madison. WI 53707 -730.^ ` Department of Commerce [Privacy Law, s. 15.04(1)(m)) (Submit completed form to county if r state ownee Attach complete plans (to the county cop) only for t4ml 4n 4p of less than 8 -1/2 x I I inches in size. Cwjnty State Sanitary Permit Number h `' vision to ou plication State Plan 1. D. Number C90 639b 2 t� I. Application Information - Please Print all Information 5 Location: Property Owner Name Property Location 3 ''//� r Lt, l G� �lrf'. f y i_. N� I/4 D /��1 /4,S iT N, or Property Owner's Mailing Address ST CROIX Lot Number Block Number 4 k S COUNTY City, State / Zip Code ne Number �� Subdivision Name or CSM Number /�ek,� �s�li,rr► -can- � D � > �Zc�g l�,r � V�, 9r- Leu> �j F�cN II Type of Building: (check one) ❑ City fd I or 2 Family Dwelling -No. of Bedrooms: 3 ❑ Village • Public /Commercial (describe use): l &own of • State -owned I III Type of Permit: (Check only one box on line A. Check box on line B if applicable) Nearer oa A) 1. l New System 2. ❑ Replacement 3. ❑ Replacement of 4. ❑ Addition to Parcel Tax Number(s) System Tank Only Existing System 1 B) Permit Number Date Issued ❑ A Sanitary Permit was previously issued IV. Type of POWT System: (Check all that apply) gNon pressurized In- ground ❑ Mound ❑ Sand Filter ❑ Constructed Wetland ❑ Pressurized In- ground ❑ Holding Tank ❑ Single Pass ❑ Drip Line ❑ At -grade ❑ Aerobic Treatment Unit ❑ Recirculating ❑ Other: V Disp ersal/Treatment Area Information: f 0. 1. Design Flow (gpd) 2. DispersalArea 3. Dispersal Area it Application 5. Percolation Rate 6. System Elevation 7. Final Grade Required Proposed Rate (Gals. /day /sq. ft.) (Min. /inch) Elevation VI Tank Capacity in Total # of ufacturer Prefab Site Steel Fiber- Plastic Information Gallons Gallons Tanks Con- Con- glass New Existing crete structed Tanks Tanks C, P" ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ VII Responsibility Statement I, the undersigned, assume res on bility fee installation of the POWTS shown on the attached plans. Plumber's Name (print) Plumber's Signature (no tamps ): MP PRS Nom M . Business Phone Number e— V I ) M^"- c.e�. a' � ?t5 -77Z - 3 Z / V Plum s Address (Street, City, State, Zip Code) 3 oZ� k 44,-e r, �( Ljo z VIII County/Department Use Only ❑ Disapproved Sanitary Permit Fee (Includes Groundwater Date Issued Issuing Agent Signature (No stamps) Approved ❑ Owner Given Initial Adverse Scharge Fee) , -2 - Determination p"o2 S. 6 D � IX. Conditions of Approval /Reasons for Disapproval: _ , , A 1 �, ol'ty P ( J ' UU I— U e,�el Q t � st C� �eatl2 SBD -6398 (R. 07/00) LEGAL ST. CROIX COUNTY, WISCONSIN OLD TXSCR02 REAL ESTATE TOWN OF SAINT JOSEPH COMPUTER NUMBER 030 - 2104 -00 -000 Parcel Number 36.30.19.842 OWNER NAME: First JAMES J & SANDRA J Last DURNING PROPERTY ADDRESS: Hse # 1/2 PD -- Street Name -- Type SD Apartment 1291 89TH ST SECTION 36 TOWN 30N RANGE 19W %160 NE 1 /440 NE Line Description Line Description TOTAL ACREAGE 7.340 PLAT DURNING & LEWIS ADDITION '00 LOT10 BLK 01 SEC 36 T30N R1 9W NE NE 15 02 LOT 10 DURNING & LEWIS ADDN 16 03 NKA DURNING & LEWIS 1ST 17 04 ADDN(LOTS 11 & 12) 18 05 19 06 20 07 21 08 22 09 23 10 24 11 25 12 26 13 27 14 28 F1- General, F4 -Prev. Parcel, F5 -Next Parcel, F7- Valuations, F8- History, F10 -Exit Wisconsin Department of Industry SOIL AND SITE EVALUATION REPORT Page 1 of 3 Labor and Human Relations Di n 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 St. Croix not limited to vertical and horizontal reference point (BM), direction and % of slope, scale or PARCEL I.D. # dimensioned, north arrow, and location and distance to nearest road. 030-2013- APPLICANT INFORMATION PLEASE PRINT ALL INFORMATION REVIEWED BY DATE PROPERTY OWNER: PROPERTY LOCATION James Durning GOVT. LOT NE 1/4 NE 1/4 T29 ,N,R 19 -,E (or) W PROPERTY OWNERS MAILING ADDRESS LOT # BLOCK # SUBD. NAME OR CSM # 7917 Poiirtly Rrl_ in na Durnina & Lewis A CITY, STATE ZIP CODE PHONE NUMBER []CITY []VILLAGE 91TOWN NEAREST ROAD Woodbury, M. 55125 ( 612 739 - 5208 1 St. Joseph Ct . Rd. "A" k] New Construction Use [x] Residential / Number of bedrooms 3 [ ] Addition to existing building I ] Replacement [ ] Public or commercial describe Code derived daily flow 450 gpd Recommended design loading rate .7 ed, gpd /ft gpd /ft Absorption area required 643 bed, ft 563 trench, ft Maximum design loading rate __.7 _ bed, gpd /ft gpd /ft Recommended infiltration surface elevation(s) 96.90 ft (as referred to site plan benchmark) Additional design / site considerations na Parent material outwash Flood plain elevation, if applicable na ft S = Suitable for system CONVENTIONAL MOUND IN- GROUND PRESSURE AT -GRADE SYSTEM IN FILL HOLDING TANK U= Unsuitable fors stem I )EI S❑ U [R S❑ U I JD S❑ U J�] S U ER S ❑ U ❑ S ] U SOIL DESCRIPTION REPORT Depth Dominant Color Mottles Texture Structure Consistence Y Roots GPD /ft Boring # Horizon in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. Bed ITirench '...1.... 1 0 - 10 r3 3 none 1 2msbk mfr c1w 2 2 12 - 38 10 r4 4 none sil lcsbk mfr if .2 .3 Ground 3 38 -84 7.5 r4 6 none ms osa ml na na .7 .8 elev. 10 ft. Depth to limiting factor +84 Remarks: Boring # 1 0 -14 10 r3 2 none 1 2 2 14 -34 10 r4 4 none sil lcsbk mfr if .2 .3 3 34 -84 7.5yr4/4 none cos osg ml na na .7 .8 Ground , 10 ft. Depth to Vt limiting A factor +84 1 1 sr 1 Remarks: 3 CST Name: -- Please Print Gary L. Steel Phone: 715 246 - 6200 ti Address: 1554 200 e. New nd WI 54017 Signature: ; 11 - Date: 5 -13 -97 CST Number: m02298 i 1 PROPERTY OWNER James Durning SOIL DESCRIPTION REPORT Page 9 of __3, PARCEL I.D. # 030 - 2013 -10 Boring # Horizon Depth Dominant Color Mottles Texture Structure Consistence Boundary Roots GPD /ft ................. in. Munsell Qu. Sz. Cont Color Gr. Sz. Sh. Bed Trends .................. 2msbk mfr Crw 2f .5 .6 2 15 -36 10 r4 4 none sil lcsbk mfr qw if .2 .3 Ground 3 36 -84 7.5 r4/4 none cos 0SQ mi na na .7 .8 elev. 10 ft. Depth to limiting factor +84 Remarks: Boring # 4 2 11 -32 10 r4 4 none sil lmsbk mfr if .2 .3 Ground 3 32 -84 7.5 r4/6 none cos osg ml na na .7' .8 elev. 99.6 ft. Depth to limiting factor +84" Remarks: Boring # 1 0 -9 10 r3 2 none 1 2msbk mfr qw 2f .5 .6 5 2 9 -21 10yr4 /4 none sil lmsbk mfr gw if .2 .3 Ground 3 21 -84 7.5 r4/4 none cos osg ml na na .7 .8 elev. 9 9.3 ft. Depth to limiting factor +84 Remarks: Boring # Ground elev. ft. Depth to limiting factor Remarks: SBD- 8330(8.05/92) STEEL'S SOIL SERVICE Gary L. Steel 1554 200th Ave. CSTM2298 James Durning New Richmond, WI 54017 MPRSW 3254 NE4NE4 S36 T29N - R19W (715) 246 -6200 town of St. Joseph lot #10- Durning & Lewis Addn. N 1 " =40' BM.= top of 2 pvc pipe C el. 100' Alt. BM.= nail in pine tree @ el.102.20' \n r 2 a� .� r Gary L. S eel 5 -13 -97 I W iwonsin Department of Industry, SOIL AND SITE EVALUATION REPORT Page 1 of 3 Labor and Human Relations D6;*6n osz! r4 y a Buildings in accord with ILHR 83.05, Wis. Adm- Code COUNTY Attach complete site plan on paper not less than 912 x 11 inches in size. Plan must include, but St. Croix not limited to vertical and horizontal reference point (BM), direction and % of slope, scale or PARCEL I.D, # dimensioned, north arrow, and location and distance to nearest road, 0 APPLICANT INFORMATION– PLEASE PRINT ALL INFORMATION REVIEWED BY DATE PROPERTY OWNER: PROPERTY LOCATION James thirninar GOVT. LOT NE 1/4 NE 1 T29 ,N.R 19 if (a) W PROPERTY OWN €R':S MAILING ADDRESS LOT # BLOCK # I SUBD. NAME OR CSM # 7217 Courtly Rd- 0. 1 na Durnin & CITY, STATE ZIP CODE PHONE NUMBER ❑CITY ❑VILLAGE JUOWN NEAREST ROAD WOodbury, MN. 55125 ( 61$ 739 -5208 St. Joseph I Ct . Rd. "A" k ] New Construction Use (ac) Residential / Number of bedrooms 3 [ ] Addition to existing building I ] Replacement [ ] Public or commercial describe Code derived daily flow _ 450 gpd Recommended design loalding rate ^ bed, gpd/ft gpd/ft Absorption area required 643 bed, ft 563 trench, ff Maximum design loading rate „ bed, gpd /ft -- — trench, gpd/ft Recommended infiltration surface elevation(s) 96.90 ft (as referred to site plan benchmark) Additional design / site considerations na Parent material outwash Flood plain elevation, if applicable na ft [ SU; = Suitable for system CONVENTIONAL MOUND IN-GROUND PRESSURE AT -GRADE SYSTEM IN FILL HOLDING TANK • Unsuitable for system 20 S 0 U W S ❑ U A38 O u i3 5❑ U cgs O U ❑ S o U SOIL DESCRIPTION REPORT Boring # Norizon Depth Dominant Color Woes Texture Structure Consistence Boirday Roots GPD /ft in. Munsell Du. Sz- Cont Color Gr. Sz. Sh. Bed Tierich E3 1 0- mfr cry 2 2 12 -38 10 r4 4 none sil lc bk mfr f .2 .3 Ground 3 38 -84 7.5 r4 6 none m1 na 0 0.9 ft, Depth to limiting Factor +84 Remarks: Boring # 1 1 0 -1 2 2 14 -34 10 r4 4 n sil 1Csbk mf If .2 .3 3 34-84 7.5 r4/4 none Cos 0sct na na .7 .8 Ground r _` elev. 5.. .r. 00.9 it, 4 Depth to limiting A& factor +8 ST Remarks- s CST Namc:-- Pieced Print Gary L. Steel Phone: 715 - 246 -6200 Address: 1554 200 e. New d WI 54017 Signature:' 1KvJ rata' 5 -13 -97 CST Number: mO2298 i STEEL'S SOIL SERVICE Gary L. Steel 1554 200th Ave. CSTM2298 James Durning New Richmond, WI 54017 MPRSW 3254 NEkNE4 S36- T29N -R19W (715) 246 -6200 town of St. Joseph Lot #10- Durning S Lewis Addn. N 1 SM.= top of 2 pvc pipe @ el. 100 Alt. HM.= nail in pine tree 0 e1.102.20' t0 l 3T 01 4Zi 1 - 3 �h Gary L. Steel 5 -13 -97 roe j TIMM EXCAVATING SHEET NO. OF Route 1 Box 192 WILSON, WISCONSIN 54027 CALCULATED BY �a�w�r �' DATE 7 1Z (715) 772 -3214 (715) 386 -5443 MPRS #3224 WI MPCA 0696 MN CHECKED BY DATE SCALE .. ........ > .................. :...........:..... ... ... s..� /�....... . .. . .� ........... ..... .: ........... ........... .. ... ... .. ..... ... .. .. 7 �� P 77- . ..........................:... ......... . '�.. .. —- y1 1 1Cup� ear" .. ................. .. .... ... ......... �},r� ..........:. 3 .. .... .... g ; .... ... ....... ... ....... ............... f . ....... .... . .... __ ,. .. ... S .. ..... ... ........... . i �j . :..... ..... ... tOG ����... . 6 t � .... I , _ ... ........ .. _., ........ .... .....__ ........ ......_ , -.._. .. .. ..,. ... ..,,.., . ,. „ ......, ..... ... rr ............ ........... ---------- To g� r ............ ........... PRODUCT 205.1 Inc., Groton, Mm. 01471. To Order PHONE TOLL FREE I- BDD- 225E3B0�, 'ORIGINA� Wisconsin Department of Commerce IL EVALUATION REPORT page 1 of 3 Division of Safety and Buildings in accordance with Comm 85, Wis. Adm. Code Attach complete site plan on paper not less than 8 1/2 x 11 inches in size. Plan must County St. Croix include, but not limited to: vertical and horizontal reference point (BM), direction and Parcel I.D. percent slope, scale or dimensions, north arrow, and loca and distance to nearest road. 030 - 2013 -10 Please print all Zinf ilk i nn. Reviewed by Date Personal information you provide may be used for � purpose*dvacy Law, s. 15.04 (1) (m)). Property Owner James burning ^ „t , '+ Property Location •� Govt. Lot NE 1/4 NE 1/4 S 36 T 29 N R 19 � >W) W Property Owner's Mailing Address �' Lot # Block # Subd. Name or CSM# 7217 Courtly Road © ST CHS_ 11 Durning &Lewis Addition City State Zip Code Numb INGOv 1 ❑ City ❑ Village ® Town Nearest Road Woodbury, MN 55125 ( - St. Joseph CTHW A New Construction Use: Residential / Number of s 3 Code derived design flow rate 450 GPD ❑ Replacement ❑ Public or commercial - Describe: Parent material sandy /loamy nutwash Flood Plain elevation if applicable NA ft General comments and recommendations: install 2.7' x 131.25' Sidewinder, Hi- capacity "turtle- shell" trench (21 shells) C system elevation of 94.7 following nominal 97.7 contour ❑ Boring # ❑ Boring 1 . ® Pit Ground surface elev. 97 ft. Depth to limiting factor 96+ in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD /ft in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh, 'Eff#1 'Eff#2 1 0 - 11 7.5YR 4/2 - is 2 m or mvfr cS 1 m .7 2 11- 10YR 4/4 3 43 - 96 7.5YR 4/4 - s 0 sg ml - - .7 1.2 some stratified mcos r .10 3S , f - ❑ Boring # p ❑p�-�� Boring 2 lJ Pit Ground surface elev. 95 ft. Depth to limiting factor 94+ in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD /ft in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 •Eff#2 1 0 - 11 10YR 4/2 2 11 -14 7.5YR 4/6 - is 1 f sbk mvfr cs if .7 1.2 3 14 -31 7.5YR 4/6 - S 0 sg ml cs if .7 1.2 4 31 -94 7.5YR 4/4 - s 0 sg ml - - .7 1.2 some stratified 7.5YR 3/4 cos 48-54"; some f gr in ho izon 2 Effluent #1 = BOD > 30 < 220 mg/L and TSS >30 < 150 mg /L ' Effluent #2 - B D < 30 m /L and TSS < 30 mg /L CST Name (Please Print) Signature CST Number X T Henry F. Grote 222774 Address E 4366 353rd Ave., Menomonie, WI 54751 D to Evaluation Conducted Telephone Number 5/30/2000 715 - 233 -0398 Property Owner James Durning Parcel ID # 030 - 2013 -10 P age 2 of 3 a Boring # ❑ Boring ® Pit Ground surface elev. 97.7 ft. Depth to limiting factor 92+ in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD /ft in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 'Eff#2 1 0 -9 10YR 4/2 - sl 2 m gr mvfr Cs if /m .5 -9 2 9 -17 10YR 5/4 - scl 1 m sbk mvfr Cs if .2 .3 3 17 -22 7.5YR 416 - is 1 f sbk mvfr cs if .7 1.2 4 22 -54 7.5YR 4/6 - s 0 sg ml Cs - . 7 1.2 5 54 -92 7.5YR 4/4 - s 0 sg ml - - . 7 1.2 3 ❑ Boring # ❑ Boring ❑ pit Ground surface elev. ft. Depth to limiting factor in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD /ft in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 •Eff#2 ❑ Boring # ❑ Boring Ground surface elev. ft. Depth to limiting factor in. ❑ Pit Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD /ft in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 •Eff#2 Effluent #1 = BOD > 30 < 220 mg /L and TSS >30 < 150 mg/L • Effluent #2 = BOD, < 30 mg/L and TSS < 30 mg /L The Department of Commerce is an equal opportunity service provider and employer. If you need assistance to access services or need material in an alternate format, please contact the department at 608- 266 -3151 or TTY 608 -264 -8777. SBD -8330 (86/00) . � a Q.. � 1' 1 � P 1 L �- � • ,. .� Le., ,...:, Cam'. GTH IL Z% I u / �•i� / goo. � wyp` a mac. 1 w.o+► r '� l+(v� d'�^� f d•e. �.., _? k,� 1� r 05/30 /2000 TUE 17:22 FAY 715 772 3218 TIMM EXCAVATING �1UU:i �spa"ntoflndusbY. SOIL AND SITE EVALUATION REPORT Pap Of -- �abor OW Num.n Relations 15,wo„ or SONY a WkAnP in aocard with ILHFt 83.05, Wis. Adm. Code FRII t. Croix Attach compirtr situ plan on lair not legs than 8112 x 11 inches in size. Plan must include, e o r but L LD i a t not united to vertical and horizontal reference point (BI), direction and K of 610Pa, �mrnrgnsd, north arrow, wale o WE — D BY and location and distonoe to noareat road. Q DATE APPLICANT INFORMATION– PLEASE PRINT ALL INFORMATION MAILING PROPERTYLQCATION F OPERTY OWNER: GOVT. LOT NE U NE 114,3 T29 ,N,R 19 71e (a) I W OPERTY OWNER':S LING ADDRESS LOT M BLOCK N SUED. NAIVE OR G3M N ` zip COD PWONE NUMBER ILLAGti N NEAR C t RO " Am TY, ATE IN. 55125 ( 610 739 -5248 St. Joseph uryo Rapi Uae RWdenoel ! Number of bedrooms 3 � 1 Adr�tbn to existing building - � I New Catsb'uction [x1 I 1 tiCBlltent 1 1 Publ9D or aommerclol describe Recornmerlded design loading rate � Z—b�� qP�z- �---- Ueruct, 4P� Code derived duly flaw 4 50 gRd #arch, 90 AbswpWn area required 643 bed, tt2 563 Ironch, k Maximum design mange e�nad to site p� be rk) Recommended infinration surface elevations} 96.9 Additxxral design 1 site cansideratiorrs n ft F Parent material outwagh Flood Plain elevation, it eppucabie VENT04AL MOUND IN4R0UN0 PRESSURE A7 " S D� U i S ❑ U L El T U s• sui table fa spwm , ° j" s o u [,� s a u s❑ U U • Unsuitable fors stem SOIL. DESCRIPTION REPORT GPDm Dopth Dominant Color M01M Texture G u� fi � �'� Roots g� Ta9rdt Boring M Horizon in Munsell Qu• Sz. Cont. Golor [3 4+1 a .2 2 12 -3 4 1 around 3 38– 4 .5 r4/6 day. 1Q ft. Depth to limiting boo Rlernarks: Boring I r3 '1 is 1 ' 2 –3 10 r4 4 2 e a i 3 34 84 7, r4/4 none cog o M3. na .7; na . ' Ground : � elev. I , 10 R, I Depth to Remarks. ' CST Name: — Please Feint GAIY L. Stag 7 15-246-6200 � :1554 2 e. New ��Wl 4 017 d �Nwdw. rtU2298 N , 5 -13-97 CS ... '�_� -sa +wu a..avninaa:•a C. UU4 YROPERTY OWNER James Durnina _ SOIL DESCRIPTION REPORT pap 2 _1 _. PARC�LLO.# 030- 2013.. -1Q Depth Dominant Color Mottles structure GPO! Boring * Horizon Texture Cor�lstenoe Bas�xY Roots In, Munsell Wu. Sat. Coat. Color Or. Sa. Sh. Bed 'TW& 5 1 --one- 2rgQk Mfg 2f 3 2 15-36-- 4 none sil A lcsbk Mfr i .2 .3 Ground 3 36 -e4 7.5 r4 4 none Cos a ml na na .7 .8 00,3 ft Depth to imitinq factor }V Remarks: Boring # 4 2 11- 0 r 4 no si bk mfr 1 f •Z • 3 32 7.5 r4 fi none Cos Ogg tni na na Ground ' •g 8fev. 99.6 Deo lmfdng fa +84 Remarks: Baring # 1 2 none 1 2f .5 .ti 5 2 9-21 14 r4/4 Acne sil 1wbk mfr 5w if . • 3 21 -64 7.5 r4 4 none cos os Ground ml na na �lev. 9 9.3 tt, Depth to imifirlp +84 ' Remarks: Boring # Gn�und 6igv. . f aeplh 0 tkwnp bm Remarks: 05/30/2000 TUE 17 :23 FAx 715 772 TIMM UCAVATING 1 005 j STEEL'S SOIL SERVICE 1554 2QOth Ave. Gary L. Steel James D=ing New RIChmond, W154017 CSTM2298 x4NEk 536- T29N -R19W (715) 246 -6200 MPRSW 3254 tova of St. Jcyssph At 7.ot #10- Durning & Levi s ' - N �� 1^ 1 11 = 40 ' 84.= bop of 2" PW pzPe ei. 100' Alt. 34.= nail in pine tree a el.102.20' `0 . fb f 13� Gary L. Steel 5 -13 -97 ST CROIX COUNTY SEPTIC TANK MAINTENANCE AGREEMENT AND OWNERSHIP CERTIFICATION FORM Owner/Buyer W u ' Mailing Address Property Address 74W (Verification required from Planning Department for new construction) City /State �U ° Parcel Identification Number LEGAL DESCRIPTION Property Location �''�� -'/4, '/4, Sec. 3( . T_? -R ZL W, Town of !mac. Subdivision �.rn y� t L �' . Lot # � . Certified Survey Map # , Volume , Page Warranty Deed # 6U- , Volume (�_� , Page # 7 Spec house ❑ yes 1;J no Lot lines identifiable R9 yes ❑ 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, journeyman plumber, restrictedplumber or a licensed pumper verifying that (1) the on-site wastewaterdisposal system is in proper operating condition and/or (2) after inspection and pumping (if necessary), the septic tank is less than 1/3 full of sludge. Uwe, the undersigned have read the above requirements and agree to maintain the private sewage disposal system with the standards set forth, herein, as set by the Department of Commerce and the Department of Natural Resources, State of Wisconsin. Certification stating that your septic system has been maintained must be completed and returned to the St. Croix County Zoning Office within 30 da of the three year expiration date. '7 // T/� M NATUPff 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 owners) of the roperty escribed above, by virtue of a warranty deed recorded in Register of Deeds Office. 7 GNATURE 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 ucnlroww DOCUMENT NO. STATE BAR OF WISCONSIN — FORM 2 VOL 623 PA % E 4 6 1 WARRANTY DEED 36 868, THIS SPACE RESUINM FOR RECOMINO DATA KkRy E. W-M. Grantor, REGISTERS OffICE ST. COOM CO., W I8. —' poc for P.ecord ! us conveys and warrants to J: ME5 J. DUEiNING and SANDRA J. DURNIN day ef _an. A.D. 1981 husband and wife as ioint tenants, Grantees, for o f 8:30 A. M. 1a_mrtgidera ica of he Sinn of $35,000.00, her interes in - _ Rw4t• TO the following described real estate in St. Croix County, State of Wisconsin: A parcel of land located in parts of the Southeast Quarter of the Southeast Quarter (SEA of S1341 of Section 25 and the Northeast Quarter (NE's) of (o f < < Section 36, Township 30 North, Range 19 West, Town of , St. Joseph, further described as follows: Tax Key No. Ccimmencing at the SE corner of Section 25, said SE corner is also the point of begimui q of this description; thence N00 °13 along the Fast line of the SEA{ of said Section 25, 657.52 feet to the Northh line of the S' of the S'j of the SE){ of said Section 25; thence S89 ° 51'50"W along the North line of the Sh of the Sh of the SEh, 1319.33 feet; thence S00 ° 10'27 "E along the West line of the SE's of the SFA( of said Section 25, 349.50 feet to a point located N00 39 feet more or less, from the water's edge of the Willow River, and is the beginning of a meander line along the Willow River; thence S67 °37'12 "E, 142.60 feet; therir�e S47 0 55 1 19 "E, 155.01 feet; thence S5 °22'03 "E, 313.54 feet; thence S10 ° 36'01"W, 220.64 feet; thence S20 °05'43"W, 221.30 feet; thence S15 ° 01'51"W 234,83 feet; thence S3 0 18 1 37 "E, 181.50 feet; thence S15 0 38'03 "E, 191.29.feet; thence S48 °00'25 "E, 228.50 feet; thence S44 0 16 1 05 "E, 264.39 feet to a point on the Northerly R/W line of C.T.H.. "A" and the end of said meander line; thence N46 °48'06 "E along said Northerly " line 166.02 feet to a point of curvature of a curve concaved Southeasterly, and having a central angle of 7 0 39'30" and a radius of 2914.79 feet; thence Northeasterly 389.60 feet along the arc Of the curve, the long chord of which bears N50 0 37'51 "E 389.31 feet to the point of tangency thereof, said arc also beiN the aforesaid Northerly R,/W line of C.T.H. "A ", N35 ° a 2!24 *Y+* "W o e of C.T.H. "A "; 10.0 feet; thence N54 °27 "E along the Northerl PrO � (Is) (is not) 1Vw line of C.T.H. "A ", 480.72 feet to the East line of NEh of Exception to warrantees: Section 36; thence N00 U V along the East line of the NEh of Recorded easements. said Section 36j-876.44 feet to the point of beginning. including all lands lying between the meander line herein Ea des - �— cribed and the Easterly shore of the Willow R::ver which lies Dated this day of November , 19 80--. between true extensions of the Norther y " line of C.T.H. "A" and the West line of the SEh of the SM Of (Continued on back -- Section 25. Said parcel has 50.83 acres (within mmnder line). SEE OVER) (SEAL) � (SEAL) • Mary E. McFay (SEAL) (SEAL) AUTHENTICATION r- ACKNOWLEDGEMENT 1 RANSFM Signatures authenticated this day of STATE OF WISCONSIN �-• 1 N/A County. ss. FM Personally came before me, this day of ' HUQh L QVi.n 119 TITLE: MEMBER STATE 84kR OF WISCONSIN the above named authorized by; 706.06, WIS. Stats.) N/A This Instrument was drafted by Hugh F. Gwin, Attorney Co win, Gilbert. Gavin & My3ge - 430 Second Street Hu dson, W1sOOnSln 54016 to me known to be the person _ who executed the foregoing Ire• strument and acknowledged the Same. 4 (� gnsturea -nay be authenticated or acknowledged. Both are not _ necessary.) N/A •Nemsa at persons signing In any eapattty mug DO typed o, Printed belcr iheif lipnatwma. Notary Public County, Wis. My Commission is permanent. (If not, stale expiration date: . ' k Yot , 6 9 .3 :A."t' 62 (dontinued from front) Grantor and her heirs shall have the option to repurchase the land conveyed by this deed at the same price grantees are willing to sell to another at any time the grantees or their heirs shall desire to sell it within the next fifty years. Written notice of the desire to sell and the purchase price that another is willing to pay for the property shall be given to grantor or her heirs. If the grantor or heirs do not advise the grantees or their heirs ,that she /they wish to purchase the property within thirty days after receipt of the notice of the possible sale and pay the purchase price within sixty days after the notice, the option shall not be enforceable. Buyer shall be able to give or sell or devise to his wife and/or heirs without notice to Seller, but the family mmbers shall be subject to they restriction on omweyance. i �.y 07/07/2000 FRI 07:a3 FAX t16 0ALU TIMM EIUAVATIIVU o Lv.j vu+ 1 4 N K I fl �Jx n H.W.L x 920.4 fi r, 10 1 P to ypl 1 i 10.9 <' w i i l r �, = ate i f w r I j W I K IP— ., N Ln1 J t ACRES W 3 I I 188,432 so. FT. m ' O� I I CL 1 z, ,7i I / SIT[ g �V); m7 + ! f 35e.e9' SEPTIC LOT 12 SITE I I .I � + J ggqrr�sss a I ,► I I , i I r I I j I I j 3,068 ACRES L a ,r / I I 4 . FT i' ss.e o sa r r - I or 1 , / f / J t ITS CM f,LTYAT let, TOP IF Ima rtl3ys'oQ "M � `•�' t��