The URL can be used to link to this page

Home My WebLink About25-0175Return to: 117E5thStreet,POBox58- Washburn, Wl 54891 permits@bayfieldcounty.wi.gov Bayfield County Planning and Zoning BepaFtment LAND USE PERMIT APPLICATION APR 0 5 70?r ! County Use Only: Submissions: jlyU Permits: '25 -01 %>/22/2SDate SECTION A: General Information Rayfiplrl C.n 7nninn DAnt. Property Owner Name: Eric Gilgenbach Authorized Agent Name (if applicable): Telephone Number: 920-716-2471 Telephone Number: E-Mail Address: egilgenbach@gmail.com E-Mail Address: Mailing Address: 2 N 5th St. Mailing Address: City, State, Zip: Winneconne, Wl 54986 City, State, Zip: Contractor: Northland Buildings Telephone Number: Pat: 715-395-5705 E-Mail Address: SECTION B: Property Information Project Address (if different from mailing address): 42160 N Silver Birch Dr, Cable, Wl 54821 Legal Description (if additional space is needed attach a separate sheet): TANGLEWOOD ADDITION TO WILDE RIVER LOT 13 Section, Township, Range: S23 T43N R07W Town of: Cable Tax ID #: 34685 Lot Size (Acres/Square Feet): 0.878 Acres SECTION C: Project Information (check all that apply) Project Use is: B Residential D Commercial D Municipal Project Type is: D Change Use (existing structure) D Sign D Shoreland Grading, Class A required (Total sq ft): B New Construction D Relocate (existing structure) D Establishing a Business D RV Placement 4+ months, Class A required D Addition/Alteration (existing structure) a RV Placement 21+ days D Temporary (12 or less months) D Other (describe): SECTIONED: Structure Information (Does not apply to RVs and Signs, go to Section E) Structure Type is: B Accessory Structure (describe): Pole Building D Shipping Container D Residence D Shoreland Exempt Structure (describe): D Other (describe): LI Principal Structure (describe): D Mobile Home (provide manufactured date): Foundation Type: D Basement D Walkout Basement D Slab D Crawlspace ED Ground D Skids D Other (explain): Existing Structure:Length:Width:Height: Proposed Structure (Provide Sq Ft based on outside dimensions, including unfinished areas, attached garages/above grade decks/porches): Basement Sq Ft:1st Floor Sq Ft:Loft Sq Ft:2nd Floor Sq Ft:3rd Floor Sq Ft: Garage Sq Ft:Porch Sq Ft:Deck Sq Ft:Other Sq Ft (describe):Other Sq Ft (describe): Total Sq Ft: 1200 Overall Height (finished grade to peak): 16 feet # of Stories: 1 Existing # of Bedrooms on property: n/a Proposed # of Bedrooms in project: n/a SECTION E: RV and Sign Infonnation (check all that apply) Sign is: a New D On-premise a 1-sided D On-building Length: D Replacement D Off-premise D 2-sided a Multi-Tenant Width:Height: RVis: D New Year: Make: D Replacement Vin#: Model: Auh. SECTION F: Site Plan - attach a site plan or draw site plan in box below (See pages 1 & 2 of Land UseWWAi!)iplfcffimid "" Information for information that is required to be provided on site plan) Show location of: D Driveways D Frontage Roads (include name) D Existing Structures D Well (W) D Septic Tank (ST) Q Drain Field (DF) D Holding Tank (HT) D Privy (P) D Lake D River DStream/Creek DPond DFloodplain DWetlands DSlopes over 20% N See Attached Site Plan.pdf Setback or distance from furthest extent of structure including eaves and overhangs to (include on site plan): Road Centerline Front Lot Line/Right-of-Way Side Lot Line 1 (NorthElEastDSouthDWestD, check one) Side Lot Line 2 (NorthDEastBSouthDWestD, check one) Rear Lot Line Septic/Holding Tank Drainfield Privy Well Existing Structure/Building Wetland Elevation ofFloodplain Ordinary High-Water Mark (OHWM) Other (describe) n/a ft- 42 ft. 48 ft- 44n7 100+ ft. ft. ft. ft. ft. ft. ft. fit. ft. ft. County Use Only Verified setbacks ft. ttz ft ^19 ft- 7/0 ft. 7/° ft ft. ft. ft. ft. ft. fit. ft. ft. ft. Notes/Comments: M wy w s 0 -a P - 0 0 ' - > o 0 " < : 5 ' ° ' §1 IS ^ f t "( T O a I. i I ^ i " & • » p f r ^ Il l i l l 1- * > M P " " ? 3 . m " n ~ (a Q ! - > • & & . a" - 1 _ ' Z ' . w I I I I I I il l CD 1 § ^ j ^ . ^^ 1 ^ 8 I s ^ ? . ^ § ^ a. s ; K ; ; i^ ^ - s i t 3 ^ ' < : y J " ' ' c r o 2, U 0B w S " . 0B ll . § . § " & . y - &. & . ' < ! y » ' cr q 0 & 3 11 t i l l n~ ® a - ^ a > § s- s p f t " • ? s. e §^ s f t ^ ' 31 1 1 £ H . 'l l ? i l mi l It ^ 1 1 %% £ ; ^ S - P 2^ § % r ti l t 1 1 1 i L ^ . ^ S Hi t ? ! » B ' ^ | ; ^ g K' 5 ' n . g n ( T O ( - , g p - |i 1 1 1 i: - 1 ^ S: g - § 3 ^1 - 1 eg 00 i p- & S3 Q S 3 a- e ar § - sts s ;^ s il l l '1 § ' 1 ^ s ; ? ^ i f p- ^ (T > n 0 &3 1 — 1 i ^ i ^ I i . 1 , i w Q ( § I d 3 S ' H § D >OQ<T >3 >I%D n00 I:&. •T 30 lf l CT ~ ." 11 IS1= CL 0 ' (D al 0 " ~ < wQi n(Sc^ . ^ &- t" 1^ 01- 1 ) ID g - IQ S ; B C = 5" ^ T O Is B^0OQ 0&. a c;u I3 pI D 0 E •z ; 0' as ^ Il l Hi ^i CO a|"I 1% ! pCr q nI h3(a1§ 1§ :n wMc tS ln&^(a§ 1h)L ]c; >1. nx w fc s Oq wts0 0-0w§. CT - n CL 0M-s3 acr q H . " !" J ^ y 2 . y^ o a§ ll ^ \S . v Is : 3 \v ^ » p > 6^ ^5i 0 P " s. Q 5 : ?i (Dw0I .< T > . ?g &- > T 3 ^^ 0 II § s s' u § 3 pl g' R - 3 a " g < & P- ' B l ws. ^ CT - > a ts q o. . dH i §'&.^(a00ftM & f f i p y ^- t / . S. S - •- 0 ( T l 'I 3 E ^ ? " rf >n 3&. >9BOqCT N>0 D^ ^§ 0"I s- ti II '" " ' 0 £1 &. 0- t 1 3 II|i Q 0 n ^ 0- C l . B (T O CTIri w~w c;y&. e- CT Mpp^ il fi l l Existing Driveway Lot 13 A/ FLOOK PLAN J^ ^ U) ^L 40'-0" 7'-!05/s 5 I 00 SERVICE DOOR w/ DEADBOLT ^ 2x4 F/0 s'-o"e'-o"y-o"7'-103/8 CONTINUOUS CLOSURE VENTING NOTE; VERIFY D<ACT DOOR LOCATIONS w/ OWNER DIAGONAL:COLUMN TO : 49'-7%" 3 COLUMN! COR-A-VENT (BOTM SIDES)EAVELITE (BOTI-1 SIDES) 7[-lo5/s"y-o"s'-o"3'-0"7'-10%' ',2" >/2 ^ ^ a^ ,1/2" FT.^:;-' ^]\wthlamT ul \^Thc Leader in Custom Built Biuldings ENGINEERING DEPARTMENT 3894 58th Street Eau CIaire, WI 54703 Fax (715) 874-4213 Office (715) 874-4311 PROJECT TITLE ERIC GILGENBACH CABLE, Wl 30. x 40- x I 0' FILE NAME: 1:V\CAD\DWG5\PI^N REQUE5T\25\SU\GILGENBACH,ERIC.DWG REVISIONS NO. 0 I 2 .3 DATE 33/31/25 DESCRIPTION RELEASED BY AW SCALE A5 NOTED DRAWN BY A^N DATE 03/3 1/25 JOB NO. 7704550 SHEET NO. I 16' A f-:-1 NORTHEAST NORTHWEST 12 10' SOUTHEAST SOUTHWE5T ELEVATIONS ^V^thland' jjiulding;^ ^Thc Leader in Custom Built Buildings ENGINEERING DEPARTMENT 3894 58th Street Eau CIairc, WI 54703 Fax (715) 8^4-4213 Office (715) 874-42II PROJECT TITLE ERIC GILGENBACH CABLE. Wl 30-x 40'x 10- FILE NAME: 1:V\CAD\DWG5\PLAN REQUE5T\25\SU\GILGENBACH,ERIC.DWG REV1510N5 NO. 0 I 2 .3 DATE 33/31/25 DE5CRFTION RELEASED BY AW SCALE A5 NOTED DRAWN BY A^N DATE 03/31/25 JOB NO. 7704580 SHEET NO. AP;. 2x4 MSR I 650 PURLINS 2^s" O.C.r- STEEL PANEL FASTENED w/ SCREWS NEXT TO EVERY RIB @ EACH PU RUN NOTE: TRU55ES FLUSH w/ EDGE OF COLUMNS ^2" MEELTRU55 SECURE BRACE TO TOP CHORD OF TR.U55 w/ 4- I Od NAILS SECURE BRACE TO BOTTOM CHORD OF TR.US5 w/ 3-1 Od NAILS 2x6 KNEE BRACE SECURE KNEE BRACE TO COLUMN w/ 5-20d NAILS 3-PLY 2x6 COLUMN WALL 5ECTION TRU5S NOTCHED INTO I PLYOFCOLUMN- SECURE w/ 7-20d NAILS COR-A-VENT EAVE TRIM FIELD CUT BEVELED EDGE PU RUN NAILED TO FACE OF COLUMN EAVELITE 2x4 GIRJ IN MIDDLE OF EAVELITE GIRT @ EAVELITE/ SIDE STEEL SPLICE STEEL PANEL FASTENED w/ SCREWS NEXT TO EVERY RIB @ EACH GIR.T 2x6 5PF #2. GIR.T5 2x8 SYP # I TREATED GRADEBOARD BOTTOM TRIM # I 2x6x9"TREATED BLOCKS SECURED TO TWO FACES OF THE COLUMN AT THE BASE. SECURE w/ 5- I Od NAILS EACH BLOCK. 4"0 x 4" FR.ECA5T CONCRETE FOOTING ^VortUand* Imlding^ The Leader in Custom Built Buildings ENGINEERING DEPARTMENT 2894 58th Street Eau CIaire, WI 54^03 Fax (715) 874-4313 Office (715) 874-4211 PROJECT TITLE ERIC GILGENDACH CADLE.WI 30-x 40'x 10' FILE NAME; 1:\ACAD\DWG5\PLAN REQUEST\25\5U\GILGENBACM,ERIC.DWG REV1510NS NO. 0 I 2 ,3 DATE 03/31/25 DESCRIPTION RELEASED BY AKN 5CALE A5 NOTED DRAWN BY AK.N DATE 03/31/25 JOB NO. 7704850 SHEET NO. 10fs DEPARTIW5NT OF INDUSTRY, LABOR 8( HUIWAN RELATIONS P.O. BOX 7969 MADISON. Wl 53707 INSPECTION REPORT FOR PRIVATE SEWAGE SYSTEMS FCONVENTIONAL D ALTERNATIVE D Holding Tank D In-Ground Pressure D Mound SAFETY & BUILDINGS DIVISION BUREAU OF PLUMBihG :Stste FyarfVD. Number:ysw^' NAME OF PERMIT HOLDER: H}W!H i^f^el ADDRESS OR.&ERMIT HOLDER:3 R.&ERMIT HOLDER:<O^T^ Z , Cft^L^^}.INSPEQIION DATE:<Ti<Lv/ 66 BENCH MARK (Permanent reference point) DESCRIBE IF DIFFERENT FROM PLAN: <SP^€.~^P Of Y^CL^ REF. FT. ELEV.: +|0 ICST REF. PT. ELEV.: -f-/0^ iName of Plumber: K^SfA^5S€H MP/MPRSW No.:3ef3e>Sanitary Permit Number: SEPTICTAIWHOLDINGTANK':-^D»D /VOT- -TftN^ ^^5 AT 'T1^E:_OF fn^F:r^tC^ MANUFACTURER: KA5fn^&5<sN LIQUIDJ:APACITY;TANK INLETELEV.:ITANK OUTLET ELEV.:7^ [ n/UI/IWARNING LABELIPROVIUBO: C9YES DNO 'LOCKING COVIPROVIDI Dvw NO 1 ax4 DNO I Y VENT DIA.: /' VENTMATL.: •« IHIGHWATE IALARM:D NO NUMBER OF FEET FROM NEAREST- 'PROPERTY ILIWE:,^^A)^ \^^/0 | /0 VENT TO FRESHAIR U DOSING CHAMBER: AC C <^1?- Uf/€3 ^ O^S-OCQ^ MANUFACTURER: DYES DNO LIQUID CAPACITY:PUMP MODEL;PUMP/SiPHON MANUFACTURER:WARNING LABEL DYES DNO LOCKING COVER PROVIDED: DYES DNO GALLONS PER CYCLET (DIFFERENCE BETWEEN PUMP ON AND OFF) PUMP AND CONTROLS OPERATIONAL: DYES D NO NUMBER OF FEET FROM NEAREST- PROPERTY LINE: VENT TO FRESH I AIRINLET: SOIL ABSORPTION SYSTEM. Check the soil moisture at the depth of plowing or excavation. (If soil can be rolled into a wire, construction shall cease until t^swUsj±2ifc<fleogh--tD-contiQue.) fcONVENTIONAL SYSTEM: FORCE MAIN LENGTH:-DIAMETER:MATERIAL AND MARKING: ^-BEtfn-RENEFr- DIMENSIONS IGRAVEL DEPTH IBELOW PIPES: NO. OF TRENCHES: DISTR. PIPE SPACING:ICOVER IMATERIAL: DISTR. PIPE IDISTR. PIPE MATERIAL: ELEV.END: oy^FL 'Offt LIQUIDDE^:/ IABOVE COVER: IDISTR.PIPE IELEV. INLET; NO. DISTR. PIPES:NUMBER OF FEET FROM NEAREST- LINE:^/o VENT TO FRESH; MOUND sySTEM: Mound site plowed perpendicular to slope and furrows thrown upslope: DYES DNO Check the texture of the fill material for mound systems to make certain that it meets the criteria for medium sand. PROVIDE A DIAGRAM OFSYSTEM ON REVERSE SIDE. SHOW ELEVA- TIONS MEASURED. SOIL COVER ITEXTURJT PERMANENT MARKERS: DYES DNO OBSERVATION WELLS DYES D NO DEPTH OVER TRENCH/BED DEPTH OVER TRENCH/BED ;DEPTHOFTOPSOIL; DYES DNO SEEDED: DYES DNO DYES DNO PRESSURIZED DISTRIBUTION SYSTEM: BED/TRENCH DIMENSIONS ELEVATION AND| DISTRIBUTION INFORMATION WIDTH; MANIFOLD ELEV.: ^LE SIZE: COMMENTS: LENGTH: PUMP ELEV.: -(OLE SPACING: MO.OFFRENCHES: VIANIFOLD DIA.: LATERAL SPACING: DISTR.PIPE ELEV.; GRAVEL DEPTH BELOW PIPE: MANIFOLD MATERIAL: WILLED CORRECTLY: DYES_DNO'ERMANENT MARKERS: DYES DNO W. DISTR. 'IPES: DISTR.PIPE D!A.: COVER MATERIAL; OBSERVATION WELLS: DYES DNO FILL DEPTH ABOVE-COVER: DISTRIBUTION PtPE MATER !AL & MARKING: VERTICAL LIFT CORRESPONDS TO APPROVED PLANS: DYES DNO NUMBER OFFEET FROMNEAREST- [PROPERTY LINE: WELL:BUILDING: pmse^cr^s-o-W />/0we^ \^^^/^ W-H ^^ b-TTO^O"' f^ ^ 6/ ^^°° ^L£T 9\^w\ sajs^^ ^ 1^ 3 H :etch SVsfem on Reverse Side. DILHR SBD 6710 (R. 01/82) Retain in county file for audit. SIGNATURE:TITLE:ZA In accord with ILHR 83.05, Wis. Adm. Code ^' ^ -Attach complete plans (to the county copy only) for the system, on paper not less than o ~\ QVz x 11 inches in size. /-, z '^-See reverse side for instructions for completing this application. 1. APPLICANT - ALL COUNTY _B/-) VF/EC-P STATE SANITARY PERMIT #^ f^ STATE PLAN I.D. NUMBER PETITION FOR VARIANCE DYES D NO PROPERTY OWNER /V^ei//v PROPERTY LOCATION /!/^1/4A/^1/4,S 3 T^J,N,R -7 PROPERTY OWNER'S MAILING ADDRESS s-/yr LOT NUMBER BLOCK NUMBER a CITY :VILLAGER CA-ff^eJIMfcLQEL SUBDIVISION NAME CITY, STATE ^^e^l ^ZIP CODES¥W PHONE NUMBER L__L NEAREST ROAD, LAKE OR LANDMARK 7®-^4<" cf-a^^ II. TYPE OF OR USE Number of Bedrooms if 1 or 2 Family ^?A/G:OR Public (Specify): il. PURPOSE OF APPLICATION: (Check only one in #1. Check #2, 3 or 4, if applicable) d. I_I Reconnection of an Existing System Date Issued 3.1_I Repair of an Existing System 1. a. I_I New b. Lvll Replacement c. I_I Replacement of System System Septic Tank Only 2. I I ASanitary Permit was previously issued. Permit # 3. 1_1 An Existing System has been inspected and soil conditions meet minimum requirements. 4. I_I The System is shared by more than one owner/building. Attach Common Ownership Agreement to County Copy. IV. TYPE OF (Check only one in #1 and only one in #2) 1. a. I*'U Conventional b. I_I Alternative c. I_I Experimental 2. a. D System- b. D Holding c.D Pit Privy In-Fill Tank d. D Vault Privy e. D Mound f. D IGP V. (Check one) 1. a. D Seepage Bed _b. D Seepage Trench c. 0 Seepage Pit 2. PERCOLATION RATE (Minutes per inch): ^/G 3. ABSORPTION AREA REQUIRED (Square Feet):/^ 4. ABSORPTION AREA PROPOSED (Square Feet):/7S> 5. SYSTEM ELEVATION %f.^ Feet 6. WATER SUPPLY: Private I_I Joint Public VI. TANK INFORMATION CAPACITY in gallons New Tanks Exist Tanks Total .ting] Gallons # of Tanks Manufacturer's Name Prefab. |Concrete| Site Con- structed Steel Fiber- glass Plastic Exper. App. Septic Tank or Holding 7ank_y.^a?/4^-s/%^y^y Lift Pump Tank/Siphon Chamber VII. I, the undersigned, assume responsibility for installation of the private sewage system shown on the attached plans. Plumber's Name (Print): A^£>w/ ^3/y)ujje^/ Plumber'§^ignature: (No MP/MPRSW No.: Jf3^ Business Phone Number: ( ^/S' ) 7^^-^s^ Plumber's Address_(Street, City, State, Zip Code): /^- ^W /<^ <^4^^^>^^f2y Name of Designer: Z^v^/^r /^js./yi ^£jr<ssy/ II. Certified Soil Tester (CST) t^afn' 3^w^ J^-<^j-^^cr-i-^y CST# CST's ADDRESS (Street, City, State, Zip Code) ff-r / '^- /<^, C^^ V/ S'^^/ IX. VSE Phone Number: ( 7^} 79^^76^ Approved II Disapproved [I Owner Given Initial Adverse Determination Sanitary Permit Fee ^z./^cx? ,-/i7^.~"'^t Groundwater Surcharge Fee Date" -7-//-gg, Issuing Agent Signature (No Stamps)"\ A^M^i^i_K^^ ±L X. FOR SBD-6398 (formerly Plb-67) (R. 03/86)DISTRIBUTION: Original to County, One Copy To: Bureau of Plumbing, Owner, Plumber Interpretation Number 184 Date _December 28, 1982 WISCONSIN DEPARTMENT OF INDUSTRY, LABOR AND HUMAN RELATIONS Division of Safety and Buildings Bureau of Plumbing APPEAL - INTERPRETATION REPLY [This reply is being submitted for an Q. Appeal B^ode section or sections in question s. H 63.13 (3} jfeme of owner or building Wdress interpretation City or Town (Plumbing Contractor iArchitect jingineer |ther Carl Lippert. On-Site Waste Specialist. County ADDRESS IN 100 W. 2nd St.. P.O. Box 281. Ashland, WI54806 QUESTION |Khat measurements are made to determine the diameter for calculation of the effective absorption area of a seepage pit? ANSWER |[odetermine the total usable diameter of a seepage pit for calculating the effective absorption area, measure the inside diameter of the walled-up chamber, add twice the width of the block and add twice the six inches of Hggregate-filled space. Regardless of the diameter of the excavation, the ffective absorption area extends to no more than six inches beyond the utside of the walled-up chamber. See sketch below. OTE: The left-hand column in Table 3, chapter H 63, does not correctly include the annular space. Therefore, to be correct with the rest of the Table, each number in the left-hand column must be increased by 1. fc-AGGREG/VTE:- FILLXD SPACE <i>K'A6GREGATE. FILLED SPACE |UR SBD-6697 (Plb.90A) ''^/!?:s>y?^^^y^y^. 7Sign^tljrere I fe'j State of Wisconsin \Department of Industry, Labor and Hum'an Relations ay 26, 1981 Please Reply to: 100 West 2nd Street P.O. Box 281 Ashland, Ml 54806 Ray K lump ayfield County Asst. }urthouse ashburn, WI 54891 Zoning Adm. aar Ray: n's letter will hopefully clear up any concerns over the sizing of seepage lits as per our phone conversation of May 7, 1981. In the current Wisconsin n'mstrative Code, chapter H 63, Table 3, gives you the effective absorption for seepage pits. The diameters listed include the one foot annular Ipace that is provided around the seepage area itself. To make myself clearer, Bn example would be, a 7 foot inside diameter with a depth below inlet of 6 |eet would provide 151 square feet of absorption area. This area would in jrn include the annular space plus the block space, so the entire diameter may 9 feet from edge to edge. The arinular area has been included in the sizing it is unnecessary to add it. The block area provides no absorption area so me would not include that. [he formula used to arrive at the square footage figures is [(inside diameter annular space) x 3.14] x depth below inlet. An example would be: how many square feet of absorption area with a inside diameter of 9 feet and a depth isstow inlet of 7 feet [(9 ft. + 1 ft.) x 3.14] x 7 = 219.8 or 220 square Feet. If you refer back to the table this is the figure they list as correct. I hope this answers alt questions, if-anything else comes up give me a call. jSincerely, gCarl Lippert i-Site Waste Specialist \ -:jn ik. |c: Rasmussen's Plumbing and Heating, Cable, Ml ^ ^^' ^!h S ^j% ^1 ) Tf j -s ' S ^ ^^ ^^. ^ ^ ^. ^ ^ ^ ^ ^ ^ • c s v ^ tl f 1^ ^ ^ 5^?h ?s (h^•&^?^ ^^ •» > << 4 -t st<s •k ^ r-^?§^ z- ^j * N ^ ^^^< Scott Roush From: Scott Roush Sent: Friday, April 11, 2025 2:49 PM To: nssmith@charter.net Subject: Your land use application Hi, I think Trent may have sent you a message regarding us needing the impervious surface calculation. In addition to that, it's unclear how many bedrooms you are adding on. The application indicates 2 existing bedrooms and 2 proposed bedrooms. But your plans only indicate 1 additional bedroom. We need to know the total number of bedrooms so that we can assess if your existing sanitation system can accommodate the higher load. I found information on your existing drain field, and it only has the capacity for 1 bedroom. This will need to be addressed before we can issue your permit. When you verify the total number of bedrooms I can give you some options. Have you contacted a plumber yet to work on this? Thanks and let me know if you have any questions. (he/him) Assistant Zoning Administrator Planning and Zoning Department Bayfield County 117 E 5th Street, PO Box 58 Washburn, Wl 54891 Phone 715.373.3517 Real Estate Bayfield County Property Listing Today's Date: 4/10/2025 1=^1.13'P Description Updated: 10/29/2022 Tax ID: PIN: Legacy PIN: Map ID: Municipality: STR: Description: Recorded Acres: Calculated Acres: Lottery Claims: First Dollar: Zoning: ESN: Tax Districts 34685 04-012-2-43-07-23-4 00-295-13100 (012) TOWN OF CABLE S23 T43N R07W TANGLEWOOD ADDITION TO WILDE RIVER LOT 13 IN DOC 2022R-596377 1615 0.878 0.965 0 No (R-RB) Residential-Recreational Business 108 Updated: 10/10/2007 1 04 012 041491 001700 * Recorded Documents STATE COUNTT TOWN OF CABLE SCHL-DRUMMOND TECHNICAL COLLEGE Updated: 1/11/2013 Q WARRANTY DEED Date Recorded: 9/15/2022 2022R-596377 B TRUSTEES DEED Date Recorded: 12/21/2012 2012R-547391 1097-864 63 TRUSTEES DEED Date Recorded: 10/9/2009 B QUIT CLAIM DEED Date Recorded: 6/1/2007 B SPECIAL WARRANTS DEED Date Recorded: 6/16/2004 2004R-492211 894-341 Q TERMINATION OF DECEDENT'S INTEREST Date Recorded: 1/28/2004 2004R-488987 883-22 B QUIT CLAIM DEED Date Recorded: 7/14/1998 442473 740-76 2009R-529212 1027-468 2007R-514157 971-420 a Ownership Property Status: Current Created On: 10/10/2007 10:42:03 AM Updated: 10/29/2022 ERIC-JOHN R & LAURA A GILGENBACH WINNECONNE WI Billing Address: ERIC-JOHN R & LAURA A GILGENBACH 2N 5TH ST WINNECONNE WI 54986 Mailing Address: ERIC-JOHN R & LAURA A GILGENBACH 2N 5TH ST WINNECONNE WI 54986 Site Address : indicates Private Road N/A Property Assessment Updated: 6/17/2020 2025 Assessment Detail Code Acres Gl-RESIDENTIAL 0.878 2-Year Comparison 2024 Land: 2,600 Improved: 0 Total: 2,600 Property History Land 2,600 2025 2,600 0 2,600 Imp. 0 Change 0.0% 0.0% 0.0% Parent Properties 04-012-2-43-07-23-4 00-295-12000 04-012-2-43-07-23-4 00-295-13000 Tax ID 10688 10689 HISTORY Q Expand All History White=Current Parcels Pink=Retired Parcels B Tax ID: 10689 Pin: 04-012-2-43-07-23-4 00-295-13000 Lea. Pin:012123107000 Q Tax ID: 10688 Pin: 04-012-2-43-07-23-4 00-295-12000 Leg. Pin: 012123106000 34685 This Parcel ^ Parents ^ Children Land Use Permit Application Review Checklist Submission #: Uj — Q /^ '/ ^^ jl(^ i ^-C-^rf^- What zoning district is the project located in? a R-I D R-2 a R-3 D R-4 1^-RB DC D I DM D A-l D A-2 D F-l D F-2 D W D M-M substandard (does not meet current zoning dimensionalD Yes J^No Is lot substandard (does not meet current zoning dimensional requirements)? Deed of record: D Yes SkNo Is the project located in the Shorelands (Shorelands are lands within 300 feet of a river/stream OR landward sideoffloodplain OR 1000 feet of a lake/pond/flowage, whichever is greater)? Is impervious surface required? (Required if riparian lot OR lot is entirely within 300 feet of OHWM of navigable waterway) D Yes ^ D Yes ^3No Is the project located in the Floodplain? Zone: D Yes 0^1o Are there wetlands on the property? a Yes 'j& No Is project associated with a nonconforming use or structure? D Yes ?Mo Is project associated with a variance? Case #: a Yes Is project associated with a Special B or Conditional Use Permit? Permit#: D Yes JS)No Is the project associated with a Special A Use Permit? a Yes ^c Does the project require sanitary? D Existing D New D Intercept D Reconnect D Non-Plumbing D Public Sanitary Permit #: D Yes l2=No£Does the project require mitigation? Implementation Deadline:Date of Compliance: D Yes SAIo Does the project require an affidavit? Affidavit #: D Yes ^lo Did licensed surveyor mark lot line(s), if project is within 10 feet of required setback? •P^es D No Did applicant/property owner mark lot line(s), if project is within 30 feet of required setback? Project use is?/B/Residential D Commercial D Municipal Project type is^&New Construction D Addition/Alteration D Change Use D Relocate D RV Placement D Sign D Establishing a Business D Temporary D Shoreland Grading D Other, describe: Structure Type is: D Residence D Principal Structure ^8^\ccessor^ Structure D Boathouse (one story only) D Open-sided/Screened Structure (gazebo, etc.) D Stairway to navigable waters D Mobile Home D Shipping Container D Other, describe Total Sq. Ft. of Project: |1QQ Number of Stories:Overall Height: / Ip Calculated Fee Category: D Residential Principal Structures - $0.75/square foot (minimum $125) D Habitable Residential Accessory Structures - $0.50/square foot (minimum $75) "^3-Non-Habitable Residential Principal and Accessory Structures - $0.20/square foot (minimum $75) D Commercial/Municipal Principal Structures - $0.75/square foot (minimum $125) D Commercial/Municipal Accessory Structures - $0.20/square foot (minimum $75) Calculated Fee Amount: Additional Fees: D Return Inspection D Land Use Revisions D Special Use Permit - Class A D After-the-Fact (ATF) D Floodplain D Shoreland - Impervious Surface D Shoreland - Non-Conforming, etc. D Tower Siting/Collocation 1 D Tower Collocation 2 D Metallic Mine ATF Fee Amount: Inspected by:^»t fi^^Date of Inspection:V'V^r- Re-lnspected by:Date of Re-lnspection: Denied by: Date of Denial: Reason for Denial: Date Denial Letter Mailed: Approved by:^coT ^v\^Date of Approval: _^^ir~ Condition(s): / ^ P<:ft1ust meet and maintain setbacks from furthest extension of structure including eaves and 'overhangs. >r personal storage only. D For personal residence only. ^@1Mot for human habitation or sleeping purposes. D Town/State/DNR/Federal may require permitting D A Uniform Dwelling Code (UDC) Permit from the locally contracted UDC Inspection Agency must be obtained prior to the start of construction. D A Uniform Dwelling Code (UDC) Permit from the locally contracted UDC Inspection Agency must be obtained prior to the start of construction (if applicable). Ise best management practices to limit and prevent erosion during construction. D This permit cannot be transferred if property is sold. n A Bayfield County Health Dept permit is required. D Check with Town regarding room tax. D Short-Term Rental is for a maximum occupancy of_ persons. D Sign must meet the requirements of Article E of the Bayfield County Zoning Ordinance. I J23'o be constructed per plan. D Adhere to privy agreement. D Temporary permit allowing existing structure for a period of less than 1 year. D RV may not be used for permanent residence or storage. a RV allowed for D RV must be removed by I J3<Qjo sewer and pressurized water allowed in the structure. T J3<^P plumbing or plumbing fixtures allowed. fo additional sleeping areas allowed without obtaining necessary sanitary permit(s). -f J2T»nd use permits shall be required for any new residence, any building or structure erected, relocated, rebuilt, or structurally altered -and use permits shall be obtained prior to the initiation of construction or a change in land use D Requirements (e.g., permits/licensing/tax) of Local Town, Village, City, State or Federal agencies are required D Sanitation requirements must be met (if applicable) D Additional conditions may be placed and need to be adhered to at the time of permit issuance Other Conditions: p A-yFI E LD Bayfield county Planning & Zoning Department Property Owner: GILGENBACH/ERIC-JOHN 2N 5TH ST WINNECONNE, WI 54986 Description Verified Fee Amount 117 E 5th Street P.O. Box 58 Washburn/WI 54891 Phone: 715-373-6138 Fax: 715-373-0114 R & LAURA A Submission Number: LU-01573 Transaction Number: LU-01573-28D75 Amount $0.00 Non-Habitable Residential Principal and Accessory $240.00 Structures - $0.20, square foot (minimum $75) Total: $240.00 Payment Amount: $241.25 Reference: 5537710455 Paid by: Eric Gilgenbach Payment Type: Electronic Funds Transfer Transaction Date: undefined Receipt of payment does not guarantee eligibility of permit and is not proof of issuance of a permit. Town, City, Village, State or Federal Permits May Also Be Required Substandard - No / Nonconforming - No Shoreland - No / Impervious Surface - No Floodplain - No / Wetlands - No Mitigation - No / Affidavit #: LAND USE-X SANITARY- SPECIAL A - SPECIAL B/CONDITIONAL- BOA - BAYFIELD COUNTY PERMIT WEATHERIZE AND POST THIS PERMIT ON THE PREMISES DURING CONSTRUCTION No. 25-0175 Tax ID: 34685 Issued To: GILGENBACH, ERIC-JOHN R & LAURA A Location: 823 - T43N - R07W Town of Cable Legal Description: TANGLEWOOD ADDITION TO WILDE RIVER LOT 13 IN DOC 2022R-596377 1615 Residential Structure in R-RB zoning district For: New Construction [1 - Story], Accessory Structure on Ground [1200 Total sq. ft] Height of 16' (Disclaimer): You are responsible for complying with state and federal laws concerning construction near or on wetlands, lakes, and streams, Any future expansions or development would require additional permitting. Condition(s): See back of card NOTE: This permit expires two years from date of issuance if the authorized construction work or land use has not begun. Changes in plans or specifications shall not be made without obtaining approval. This permit may be void or revoked if any of the application information is found to have been misrepresented, erroneous, or incomplete. This permit may be void or revoked if any performance conditions are not completed or if any prohibitory conditions are violated. Scott Roush Authorized Issuing Official April 22, 2025 Date Condition(s): Must meet and maintain setbacks from furthest extension of structure including eaves and overhangs. For personal storage only. Not for human habitation or sleeping purposes. Use best management practices to limit and prevent erosion during construction. To be constructed per plan. No sewer and pressurized water allowed in the structure. No plumbing or plumbing fixtures allowed. No additional sleeping areas allowed without obtaining necessary sanitary permit(s). Land use permits shall be required for any new residence, any building or structure erected, relocated, rebuilt, or structurally altered Land use permits shall be obtained prior to the initiation of construction or a change in land use