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HomeMy WebLinkAbout030-2071-70-000 n o § ■ M � c / (D 7 \ \ \ f §_ X 0 / { ± 0 { > Z \ \ \ / $ \ ¥ § y / o E o § zt § E o E 2 } 9 ; \ / 2 2 ID / - § % ) k ) j \ � ¢ 3 3 / $ \ ; 3 k / - E k 8 = � / ( W ( 2 \ 2 I e = \ E n ° E § c \2 \ 2 $ m \ i � § CD s < }CL ~ ƒ k \ / n r � ° ° 0 0 0 0 \ & . § § § k � { ( r-3 0 \ §3 CD 3 § , k CD \ � \ ƒ ƒ O \ o ] \ \ ® / \ f 2 § : 7« D . z 5 E . 2 / � 0 ■ $m \ / 0 \ / j / 2 » $ y Ch \ D ma [ \ \ � \ \ $ o ; CD ) C) -0 / CD R (D / ; � / \ � 0 $ CD \ % _ \ ƒ \ \ Parcel #: 030-2071-70-000 05/25/2007 11:01 AM PAGE 1 OF 1 Alt. Parcel#: 36.30.20.619F 030-TOWN OF SAINT JOSEPH Current X ST. CROIX COUNTY, WISCONSIN Creation Date Historical Date Map# Sales Area Application# Permit# Permit Type 00 0 Tax Address: Owner(s): O=Current Owner, C=Current Co-Owner O-STUDTMAN,WILEMAR W WILEMAR W STUDTMAN 1243 HWY 35 HUDSON WI 54016 Districts: SC= School SP=Special Property Address(es): *=Primary Type Dist# Description * 1243 HWY 35 SC 2611 HUDSON SP 1700 WITC I Legal Description: Acres: 8.000 Plat: N/A-NOT AVAILABLE SEC 36 T30N R20W NW SW LOT 4 OF CSM Block/Condo Bldg: 4/1117 EXC THE E 632.75 FT OF LOT 4 AS IN 641/53 Tract(s): (Sec-Twn-Rng 40 1/4 160 1/4) 36-30N-20W Notes: Parcel History: Date Doc# Vol/Page Type 11/24/2003 747314 2461/215 QC 04/01/2002 674853 1863/39 WD 07/23/1997 857/306 2007 SUMMARY Bill#: Fair Market Value: Assessed with: 0 Valuations: Last Changed: 07/09/2004 Description Class Acres Land Improve Total State Reason RESIDENTIAL G1 3.000 112,900 119,600 232,500 NO PRODUCTIVE FORST LANDS G6 5.000 68,200 0 68,200 NO Totals for 2007: General Property 8.000 181,100 119,600 300,700 Woodland 0.000 0 0 Totals for 2006: General Property 8.000 181,100 119,600 300,700 Woodland 0.000 0 0 Lottery Credit: Claim Count: 1 Certification Date: Batch M Specials: User Special Code Category Amount Special Assessments Special Charges Delinquent Charges Total 0.00 0.00 0.00 r Wisconsin Department of Health and Social Services 4 Plb. #67 10/69 Division of Health yh /A a r II � PERMIT APPLICATION 1/V / for /vc� UI� �r� /�rP� PRIVATE DOMESTIC SEWAGE SYSTEMS A. OWNER OF PROPERTY_ TYPE OR USE BLACK IN'K ame Address (Street, City, Zip Code) Count Z B. LOCATION OF PROPERTY WHERE SYSTEM WILL BE CONSTRUCTED ALTERED OR EXTF,,'`IDED I,/Qf// � Z/O Check One: CITY VILLAGE LEGAL DESCRIPTION: TOWNSHIP -� C. Jib .C.1i• �JE C. IS LOCAL PEFd1IT RECIUIRED FOR THIS WOc3iCT YES NO PER MIT NUMBER D. SEPTIC TANK CAPACITY Gallons NEW INSTALLATION REPLACEMENT ADDITION - MATERIALS: Prefab Concrete _r Poured in Place Steel Other NUMBER OF TANKS TO BE INSTALLED: C E. TYPE OF OCCUPANCY Check One: One or Two Family Residence Commercial Industrial Other Specify Number of Persons to be Accommodated Number of Bedrooms F. APPLIANCES, ETCs Food haste Grinder YES NO Automatic Clothes Washer y- YES NO Dishwasher YES NO Automatic Potato Peeler YES j�-- NO Other (Specify) G. EFFLUENT DISPOSAL SYSTEM NEW EXTENSION ADDITION REPLACEMENT Tile Size No.Lin.Feet Trench Width Depth Number of Lines Seepage Beds Length Width Depth Tile Size No. Lines Seepage Pits Inside diameter Liquid Depth P E R C O L A T I O N T E S T Test Depth Character of Soil Hours Water Test Time Drop in Water Level Inches Minutes Number Inches Thickness in Inches Since Hole in Hole Interval Second to I Next to Last To Fall 1st Wetted Overni ht in Minutes Last Periodl Last Period Period One Inch Example P- 0 3611 Top Soil 10" Clay 26" 25 yes or no 30 1/2 1/2 1/2 60 RECORD DATA FROM MINIMUM OF 3 TEST HOLES ^mpute size of absorption area in accord with H 62.20 Wis. Administrative Code. S O I L B 0 R I N G S - Minimum 36" Below Prop osad Absorption System _ oring Total Depth Depth to Ground Water Depth to Bedrock umber Inohes Observed Estimated Observed Estimated Character of Soil with Thickness in Inches xample - 0 721' 72" , Black Top Soil 1211, 18"; Sand 181 • Gravel 24" RECORD DATA.FROM MINIMUM OF 3 BORE HOLES COMPLETE'OTHER SIDE R• ISO Is the undersigned, hereby certify that the percolation tests reported on this form were made by me or under by supervision in accord with the procedures and method specified in Chapter H 62.20 (3), Wisconsin Administrative Code, and that the data recorded and location of test holes are correct to the best of my knowledge and belief. NAME d: / It�L'S 1 �/ z z l.` ^x-.� TITLE (Type or Print) or MASTER PLUJTBER LICENSE No. REGISTRATION N0. ADDRESS DATE SIGNATURE MAS'PER PL[JM3ER MAKING APPLICATION MP Signature: License Numbers MP RSW I (To be Completed by Issuing Agent) Date of Application C3—Ile Fee Paid $� Permit Issued (da e) _I Permit Number -1 j J �( Agent (name) %_ J_ j{. `� l ,! �. ,,_.� For,: ' �• Town, Village, City, County, etc. (Specify) Notes The application cannot be considered for filing until all of the above questions are answered and the fee paid. Agents will forward application, the fee of $10.00 and Copy (b) of the Permit (yellow copy) to the Division of Health. Checks and money orders should be made payable to the Division of Health. Do not write in space below - FOR DEPART14ENT USE ONLY DATE RECEIVED ACCEPTED BY / ✓/ RETJRNED _ (Initials) u ' (Date) (See Corres.r FEE RECEIVED �.� VALID. NO. J -7 PEWIT NO.' / a Q (Yes or No) REVIEWED BY APPROVED DATE (Initials) (Yes or No) COMMENTS: WT ART S T. 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X29— 3L/q i°r�� 2,L/ /X Ill q.Y� X 6(SZ >e 524ot )e w 5v,., .SZ k- 2 9'0 MARTIN'S BURKHARDT GENERAL STORE CO-OP ASSOCIATION • BURKHARDT, WIS. xK nn Bait - Ice - Groceries qTP PHONE: 386-2702 Ice Cold Beer Petroleum Products - LP Gas - Hardware - Appliances % MILE FROM STATE PARK Tires - Batteries - Farm Supplies - Toys - Gift Items BURKHARDT, WISCONSIN OWNED BY THE PEOPLE WE SERVE o LO M ' Cr� 3 cr u~i c Kw z 3 N Z = 4JI WO z q Nw W V WM x ---- -------------- At � zMi -tl a N N Z u N a°D> LL k Q M OF-W J awa W u~i Wa u)S ul-i m J O O J O i W n o ®`p0401ellz N b v ft a ZZO'75 •sTM O sTT83 JOATAI o0 92ua 33oTggTQ %. r Z9+iT��pBO r'I�aTpBTM �'oit�m `d'�pOBda'�ii'C��� 6L6T `aunr Jo 4VP gg5T sTgq PagBQ •sa.zo8 £5.9Z suTBguoa TOOaB4 pTBS •2utuut�aq jo gutod aq'q og j£z•9+1 au TT PTBS 2uOT8 Su5Zs60gT N aouaug MS- N1N jo auTT'M og ITZ'LO£T auTT PTBS UOTB MuO+I&T£o6�N gbuagg :414S-�MN aqg Jo auTT ggnos aqg og &ZL'£55 auTT PTBS 2uOTB Nlu6Z&OT.T S aouagg :CMS- MN aqg jo auTT gsBa aqq oq 490- 5-2T 5,,95 £5o65S sa8aq PaOgO 2uOT a.sogM ATaagsaMugnos ansouoO an.znO snTpua &�O'OT$T B Jo oa8 aqq 2uTaq a0T06£ZT auTT pTBs 2uoTs ATaagsBaggnos aauagg :,,5£u 'H'Z'S 3o auTT -• ABM-jo-4q'2'F.z aqg oq ,O 65T MuT47&ZOo`L N aouagq • it0 '79Z Su6T4Z47oOTN savaq paogo guoT asogM AT40488A anano snTpaj a 00'££'7 8 3o Oa8 aqq 2UOTB 4�V 9Z AT,zaggaou aouaug `.a00'0Z 2u6T,LZo$ZN aOUagg : ,09'£OT ULZ&OoM saBaq paogO 2UOT asogM ATJ94saMggaou 9ABau00 aAinO snTpwj a 00'0� B JO Die aqg 2uOTB ,R9'ZTT RT.za4s89gWOu aOUauq 4- a k- ZT `SuLI�Lto'7L�I ':ss8sq' Raogo .,�uoT sot�ta, �t.z @c}e8eq�r►ot �sn9Ou 6 a 6 On , Ba 4Z�'LOT B jo oa8 aqq 2UOTB 4'hZ'T£T Taagssaugaou aouaug •:4utuu�aq 3o guTod auq oq X 5'7*7£9 aouBgsTP B 4MS auq 3o auTT gsaM aqq 2uOTB MuM60oTS 80u814. suotq.oas pies Jo Ja joO IM aug 4-8 gutouawwoa > sMOTTo3 s8 Pagtaosap CTaBTnatq.zBd aaow 2utaq ' „S�„ -`'H'I'S JO J�TaaQ samqu nos 2UT4T 9£ uOT:.00S 3O "OMS auq. JO "MN au4- JO gaB d ' IQ.TM-0j. 'UTSUOOSTM '.94.unoo xTOaa •Q.S 'udasor .!�S jo uMoy 'MOzu ' Noel '9£ UOtg�aS 'TMS aug JO "MN auk ut pagBOOT ST puBT stag PUB !POROAans puBT aug JO UOTSTATpgns au:. pub saTJBpunoq aOTJa4.x9 TTB squasaadea 4T4.OaaaoO a.BTd eons a-Bua- 'puBT JO TaojBd PTBs paddBw PUB 'paptntp 'peSanans aABu I 'PuBT pTBs JO aaumO [ aswsTTM 3O uotgOaatp aua. aapun PUB aOUBUTPJO UOTSTATpgnS P1ps /�l3� �gunoa xto.z0 -QS 914q. Jo SUOTSTAoid aug puB sagna.•egS utsuoOSTM a 0 .Ia d8 O SuOTSTAOJd a TM OOuBT dmoO n uT B u� a �� 9£z a• qa � ug qg . .T TT a g us s.RjTgaao Sgaaaq 'ao.RaAans puBT Paaa3,St29a '4BPBUB0 ' r SaTPBJq ' I )MMfIS QSIdItIHSa #VMS + FORM)tP. 7 A N.GMNhrConprry® 0 N CERTIFIED SURVEY MAP CURVE DATA TABLE L 1-2 N LOT RADIUS CHORD CHORD BRNG. CENTRAL 1810.081215.05' 59°53'56"E 39 013'20" l 1810.08' 6770 S68°4354"E 210.33r24'1 3 1810.08 555.88 S49 007'14"E /7°39'56" 3-41 4 1 107.82 123.29' N74017'17"Le' 69 04436' WI/4 CORNER 4-51 1 80.Od 103.60 N68°4827"E 80042'16':: SECTION 36, 4 80.00' 8754' N7505-9'18"E 66 020'34 T30N, R20W 2 80.00' 20.00 N35°38'10 E 14021'42" F6-7 433.6 264.0/ N/0°4219 E 35°3000 -- - _` 2 433.00 /09.70 N21°10'39"E 14°33 20 433.00 157.40 N3°25'39"E 20"56'40" 0 t tZ co t w ® N70Q241,W \ / /53 4 \ W I vs. I o 'LOT \ o-. L o \ 1I 4.46 ACRES 3 d' \ 197°45'Ofj' �7'F 0.00 LOT 2 °' LOT 3 \ w °a+ a'- .54 ACRES 4.41 ACRES \ \ N RARLTE. 385.00' 632.75' N tp HOUSE LOCATION S89 0 3/ 4 E /0/7. 75 \ to G A /►-�� LOT 4 3 Z 6 M a 14.12 ACRi. (, N o ta SEE D IL N_ dJ� ON REVERSE p ? Tow -_j 0\ 713640 6 N 89°3/ 40 W 1307.21 SOUTH LINE OF THE NW-SW TA,t-,Oj r►,vvrLd �y v 4 �- Z o = SET I"by 24"IRON PIPE WEIGHING 1.13 L BS. PER LINEAL FOOT. • =IRON PIPE FOUND. SCALE I ,-200` 0 100 200 TO �n 4- r ' 79-33 ` Wisconsin Department of Industry, SOIL AND SITE EVALUATION REPORT Page__L of Labo(,and Human Relations Division of Safety&Buildings in accord with ILHR 83.05, Wis. Adm. Code �p COUNTY � 0 Attach complete site plan on paper not less than 8 1/2 x 11 inches in size. Plan must include, but not limited to vertical and horizontal reference point(BM),direction and%of slope,scale or PA # dimensioned, north arrow, and location and distance to nearest road. APPLICANT INFORM ON-PLEASE P INT ALL INFORMATION j R VI ED DATE N PROPERTY OWNER: ROPERTY LOCATION CplX GOVT.LOT 1/4 t/ ' I R v L��/e S��L�>_7 -� -- - --S V� -- - - �°'`�>'e ZZ - PROPERTY OWNER':S MAILING ADDRESS LOT# BLOCK# C 1- y3 57,6`W=' )Ei) S --— -- - ----- -�-- `- aT�F CITY,STATE ZIP CODE PHONE NUMBER ❑CITY ❑VILLAGE WOWN 1-16(y G ��t/ ( 5`1� — 3 s 3� [�] New Construction Use [/] Residential!Number of bedrooms_ _----- [ ]) tioexisting building _ 4A ( ] Replacement [ ] Public or commercial describe Code derived daily flow e 6 0 gpd Recommended design loading rate___7_bed,gpd/ft ____8__trench,gpd/ft 2 � Absorption area required. bed,ft2 �O trench,ft2 Maximum design loading rate_ _._ 9P d/ft2__t,Y trench,9P d/ft2 C/ Recommended infiltration surface elevation(s) 95-.1 �7 ft (as referred to site plan benchmark) y Additional design/site considerations ea7- !//fl/ �157� Parent material_ —_ _ Flood plain elevation,if applicable ft S=SUltable for system CONVENTIONAL MOUND IN GROUND PRESSURE AT GRADE SYSTEM IN FILL HOLDING TANK U =Unsuitable fors stem S ❑U ❑S [ZU Z S ❑U ❑ S 0 U C7 S Z U ❑S �U SOIL DESCRIPTION REPORT Depth Dominant Color Mottles Structure TC GPD/ft Boring # Horizon Texture Consistence Bourry oot� ---------- In. Munsell Qu.Sz.Cont.Color Gr. Sz. Sh. Bed iTrendn i -3 0 _f�S_ _c _7 l �' Ground 3 s- 61J7 -7- }'- -- elev. — .�.ft. -/D p-S -- --- -- --S- -- s G Depth to - limiting _-- -- -- --- --r---- factor Remarks: --- Boring # / e - o ue Z S © s L .a' -i 3 6-7 v s 6- s - 62 - L - — .7 .8 Ground --- — — elev. P�•6 ft. i Depth to - limiting j factor Remarks: CST Name:-Please Print — �` � � �, . � Phone: Address: ,—�- �/- /0 3 v/ 6 u�� yo z3 Signatur . �, � � Gate: CST Number: L PROPERTY OWNER - SOIL DESCRIPTION HEPORT Fage L of—.45 PARCEL I.D.# Depth Dominant Color Mottles Texture Structure Consistence Boundary Roots GPD/ft Boring # Horizon in Munsell Qu.Sz.Cont.Color Gr. Sz. Sh. Bed Trench a L LS Ground elev. _ 21 ft. Depth to limiting factor Remarks: — ------- -- Boring # -�-- IEC _ S 2 /o1D � Ground -- _ _.__----- _-- _--- --- elev. Depth to - ---- --- --- _- _ ---- _ limiting factor - -- --- --- — Remarks: — ------ --- --- - Boring # L — Ground -- elev. Depth to -- --- -- limiting factor - - Remarks: --- — Boring # Ground — elev. i Depth to - limiting factor - ---- -------— -- --�----- I Remarks: — --- SBD-8330(8.05/92) UL I 1 1 E bUKVE Y MAH LOCATED IN THE NW 1/4 OF THE SW 1/4 OF SECTION 36, T30N, R20W, TOWN OF ST. JOSEPH, ST. CROIX COUNTY, WI. ( BE ING PART OF LOT 4 OF THE C. S. M. VOL. 4, PAGE I 1 17 W 114 CORNER OF SECTION 36. (COUNTY NOTE•" BEARINGS ARE MONUMENT FOUND). I I REFERENCED TO THE WEST LINE OF THE SW 114. (RECORD BEARING) v m EXISTING 66' WIDE I PR i VATE ROADWAY EASEMENT .�.•.S:.M�...VOL i' 3) � � � � � ICI N � u O � .PAGE...2.058. ® REC. AS N16 006' 50'W / �a O N 293. 33' / 66 � 2� o N o Q PAGE 1 1 1 7 HOUSE o ............ O w 66' WIDE DRIVEWAY EASEMENT Im66 5 89°3l' 24"E 385. 30' p ao S 89031'24"E o Cam_ T�,Z: 48. 45'u��' �> _ LOT 5 `°W W. ? �, 4. 28 ACRES h-: -� O ( 186, 328 SO,FT.3. 77 AC. EXC, •_, 3 W EASEMENT � 3, ;3 ACRES- CL:a.: ( 164,323 SO.FT, ) rn T Z: N ( 162, 367 SO.FT. N 0 0 _ 289. 16' 2 385. 30' • •• rV I° L 'r. Tlj SW CORNER OF ' UNPLATTED LANDS A SECTION 36. I to- I l/�%Lr S4 cC� (COUNTY MONUMENT u frru« FOUND) rPC-71 - SET I' X 24" IRON PIPE WEIGHING !. 13LBS zfJy�7 �` �,Q fivrfyy, Y ��vRih PER LINEAR FOOT. • - I` IRON PIPE FOUND. JAMES M. FIA - 1804- LLEY 200 0 200 400 600 GRAPHIC SCALE — FEET . �.r as JAMES M. WEBER S-1804 NELSEN-WEBER LAND SURVEYING SHEET I Cc' 2 DATED 96-89 THIS INSTRUMENT DRAFTED BY JIM WEBER __ _ ` \ v Ld W k o W f k n N � u �, 1� •o �O I I! II c �S Ac It 11 v �) N y I °� FORM t)0645•A N.�.MNINCOnOM® 0 N CERTIFIED SURVEY MAP CURVE DATA TABLE OT NO.r3� RADIUS CHORD CHORD BRNG. CENTRAL-c 1-2 /8/0.0812/5.05' 59°53'56"E 39°13'20" 1810.08 677.0 S68 04354"E 2l 0 33 24 /8/0.08 555.88 S4 9007'14"E /7°3956' 3-4 107.82' 123.29 N74°1717 E 69 044'36' WI 14 CORNER 4-5 80.0d 103.60 N68°48'27"E 80°42'16' SECTION 36, 4 80.00' 87.54' N75 05918 E 66°20'34 T 30N, R 2OW 2 80.00' 20.00'N35°38/O E 14021'42" 6-7 433.0 264.01 N/O°42/9 E 35°30 00 _�- 2 433.00 /09.717 N21°10'39"E 1403-320 I / 433.00 /57.40 N3°25,'39"E 20°56 40 a Lu \ co Z W 7 41 � N Q2 tiN 9�015,:�.46 \ W 1 fir• i p °o•. LOT l �� 1 I 4.46 A CRES \ N 2. 2 O, h 197045 F 11Y h� \ = O 0.00' si ' 01) \ i D rn 0 C) ® o LOT 2 LOT 3 \ .54 ACRES 4.41 ACRE \ tiW S z g�� •N o_ (� ti 118°5535. wrn M )'�t � 385.00, 0 632.75s N AXIMATE, / 7 � co HOUSE LOCATION S89 3/ 4 E 0/ 5 0 � Z LOT 4 Lu N M ; � 14.12 A CRE� o, o p SEE DETAIL N N W ON REVERSE -p ? N 89 031 40 W 1307.21 SOUTH LINE OF THE NW-SW o = SET 1"by24"IRON PIPE WEIGHING 1.13 L BS. PER L I NEA L F00 T. • =IRON PIPE FOUND. SCALE I"- 2OO$ 0 100 200 To \/a I ["�k I l '�" 79-33