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Return to: County Use Only: 117 E 5"' Street, Po Box 58 Bayfie►d County Planning and Zoning Department Submission #: Washburn, WI 54891 LAND USE PERMIT APPLICATION Permit #: -O permits(a7bavfieldcounty.wi.aov Date: S2D SECTION A: General Information Property Owner Name: Authorized 4ggent Name (if pplicable): Sc' fJA0-V_ LIVIN(a reoST Mic Ae 'et/ yCr Aa tc. / nay„v„c n uuvw. I mcpnuno rvumeer. to&L-`) 6-7ZOH F Mait Address: E -Mail Addresr Iq�"!-Sclinac..i&taw:l.Cot ;chore%&Arc' ec /ra1-ex'i-erier ,@e Mailing Address: Mailing Address: into tWrc Ave N - r e %ra; City, State, Zip: City State{ Zip ` , FLYvw &nt-t pMAJ .�S�l'{i J!%Z4-OM A/ C6R21C - O Contractor: I Telephone Number: I FMajl Address: Set -F Ve2Fcn) Not. S C -44,2 - Address 2-A-0 R,A42N%S ¼..') r print space is needed attach a separate 7 Section, Township, Range: $+ Ltt.( , dot Town of Tax lD #: 1601? Lot Size (Acres/SouareFeet)• 14Cr, a —, Project Use Is: of Residential ❑ Commercial 0 Municipal If Commercial, estimated cost of construction: $ Project Type is: 0 New Construction ® Addition/Alteration (existing structure) ❑ Change Use (existing structure) ❑ Relocate (existing structure) 0 RV Placement 21+ days 0 Sign 0 Establishing a Business 0 Temporary (12 or less months) ❑ Shorelaud Grading, Class A 0 RV Placement 4+ months, Class A 0 Other (describe): Structure Type is: N Residence 0 Principal Structure (describe): Aflotsrv„s it Pduxr vac+ STacc 0 Accessory Structure (describe): ❑ Shoreland Exempt Structure (describe): 0 Mobile Home (provide manufactured date): ❑ Shipping Container ❑ Other (describe): Foundation Type: ®"Basement 511 Walkout Basement ❑ Slab ❑ Crawlspacc ❑ Ground ❑ Skids 0 Other (explain): Existing Structure: 462 SF Length: 22 Width: Zt Height Proposed Structure (Provide Sq Ft based on outride dimensions, including unfinished areas, attached garages/above grade decks/porches): Basement Sq Ft: __ 1" Floor So Ft' Loft Sq Ft: 2e°Floor Sq Ft 3b Floor Sq Ft: ILOD 1100 111 - Garage Sq Pt ouch Sq Ft Deck Sq Ft: Other Sq Ft (describe): Other Sq Ft (describe): ML. — Av J Total Sq Ft: y n_ I oma 1 Height (finished grade to peaki Z y - O " or nrones: 1 rausumg if or nearooms on property: I Proposed # of Bedrooms in project 4l —� Sign is: ___ RVis: ❑ New 0 Replacement 0 New ❑ Replacement ❑ On -premise ❑ Off -premise ❑ I -sided 02 -sided Year. Vin#: R!C1V!t ❑ On -building 0 Multi -Tenant Length: Width: Height: Make: Model: APR 10 202 Application Page 1 Plannlnp and Z noAee SECTION F: Site Plan — attach a site plan or draw site plan in box below (See pages I & 2 of Land Use Permit Application Information for information that is're wired to be provided on site plan) Show location of: ❑ Driveways O Frontage Roads (include name) O Existing Structures O Well (W) ❑ Septic Tank (SI) O Drain Field (DF) ❑ Holding Tank (HT) O Privy (P) O Lake O River ❑Stream/Creek OPond DFloodplain OWetlands ❑Sloes over 20% N SEE- Da,w iN CDT 4 RECEIVEED APR 10 2026 B Planning and Zoning Agency Setback or distance from farthest extent of structure including eaves and overhangs to (include on site plan): County Use Only Verified setbacks Road Centerline R R Notes/Comments: Front Lot Line/Right-of-Way ft ft, jdiPLine 1 'tNorWEast South West, circle one) R R ide Lot Line 2 (North East South West. circle one) ft. R Rear Lot Line ft, ft. Septic/Holding Tank ft. fL Drainfield ft. R Privy .ft. ft Well ft. & Existing Structure/Building ft. K Wetland fL R Elevation of Floodplain ft. R Ordinary High -Water Mark (OHWM) It fL Other (describe) tL ft Application Page 2 SECTION G: Additional uestions 'Yes ❑ No Has the location of the proposed project including eaves and overhangs and the sanitary system and well been staked? If no, what date will this be completed: Of Yes ❑ No Did a licensed surveyor mark lot line(s) if project is within 10 feet of required setback? See page 2 of Land Use Application information for required setbacks. W Yes ❑ No Did property owner or applicant mark lot line(s) if project is within 30 feet ofrequired setback? See page 2 of Land Use Application Information for required setbacks. N'Yes ❑ No Is there an existing sanitary system on the property? If yes, what kind? ❑ Drainfield �fHolding Tank ❑ Munici al/Public ❑ Other (describe): 1!1Yes ❑ No Will pressurized water be installed in the structure? If yes, what kind of sanitary system will be installed or used to manage wastewater? I'Drainfield ❑ Holding Tank ❑ Municipal/Public O Other (describe): CF Yes O No Will sleeping occur in the structure? If yes, contact local Uniform Dwelling Code (UDC) for approval and inspection requirements. Is the project associated with any of the following: ❑ Rezone O Class A Special Use O Class B Special Use O Conditional Use O Variance Fee payment will be made via: ❑ Check (attached) ❑ Cash (attached) edebit(credit/echeck (department to call once payment is ready to be taken) How would you like to receive your permit card? ❑ Mail to: OR 1B'Email to: I o.-" , $JA'n .t14.e5N..rr'. l . cot-'. ❑ Property Owner Address ❑ Agent Address O Contractor Address O Other (provide name and email or address): Section H: Acknowledgement and Signature All Land Use Permits expire Two (2) Years from the date of issuance if construction or use has not begun. Sanitary permit issuance, if required, needs to occur prior to Land Use Permit issuance. Failure to obtain a permit or starting construction without a permit will result in penalties. The local Town, Village, City, State or Federal agencies may also require permits. The new construction of one- & two-family dwellings requires review and approval by the local Uniform Dwelling Code (UDC) authority. Additions and alterations to one - and two-family dwellings may require review and approval by the UDC authority. All municipalities are required to enforce the UDC. If subject property is part of a Condominium Plat, applicant hereby certifies and represents that applicant has all necessary approvals and recorded documents required to complete the project for which this permit is sought including requirements set forth in Wisconsin statutes pertaining to condominium associations, the Declaration of the Condominium Association in which the property is located, and all other rules, regulations and requirements pertaining to that Condominium Association. You are responsible for complying with state and federal laws concerning construction near or on wetlands, lakes, and streams. Wetlands that are not associated with open water can be difficult to identify. Failure to comply may result in removal or modification of construction that violates the law or other penalties or costs. For more information, visit the Department of Natural Resources wetlands identification web page, drrr.wi. ov/topichvetlarrd , or contact a Department of Natural Resources service center (715)685-2900. I (we) declare that this application, including any accompanying information, has been examined by me (us) and to the best of my (our) knowledge and belief it is true, correct, and complete. I (we) acknowledge that I (we) am (are) responsible for the detail and accuracy of all information that I (we) are providing and that will be relied upon by Bayfield County in determining whether to issue a permit. I (we) further accept liability which may be a result of Bayfield County relying on this information I (we) are providing in or with this application. I (we) consent to county officials charged with administering county ordinances to have access to the above -described property at any reasonable time for the purpose of inspection. Owner(s) or Authorized Agent Printed Name: L .cZft,-7tC *u-,/ttiv1_ Owner(s) or Authorized Agent Signature: 7 r- /`/ ' _'L_-' 1'54-t Date: Apr. '/14 ?U G NOTES: V I. If you are signing on behalf of the owner(s) a letter of authorization must accompany this application. 2. Specific conditions/instructions maybe stated on the face of the issued Land Use Permits. Owners, agents, & contractors must all be aware of permit details & conditions and permit card must be posted on property prior to st Application Page 3 APR 102026 Bayfield Co. Planning and Zoning Agency Land Use Permit Application Review Checklist Submission #: / What zoning district is the project located in? 1❑ R-2 ❑ R-3 ❑ R-4 ❑ R-RB ❑ C ❑ 1 ❑ M ❑ A-1 ❑ A-2 ❑ F-1 ❑ F-2 ❑ W ❑ M -M Yes ❑ No Is lot substandard (does not meet current zoning dimensional requirements)? Deed of record: ici-/tr :L 33 3 .2Yes ❑ No Is the project located in the Shorelands (Shorelands are lands within 300 feet of a river/stream OR landward side of floodplain OR 1000 feet of a lake/pond/flowage, whichever is greater)? Yes ❑ No Is impervious surface required? (Required if riparian lot OR lot is entirely within 300 feet of OHWM of navigable waterway) ❑ Yes .2 No Is the project located in the Floodplain? Zone: ❑ Yes 210 Are there wetlands on the property? ❑ Yes ja'No Is project associated with a nonconforming use or structure? ❑ Yes J≥No Is project associated with a variance? Case #: ❑ Yes El"No Is project associated with a Special B or Conditional Use Permit? Permit #: ❑ Yes o Is the project associated with a Special A Use Permit? Yes ❑ No Does the project require sanitary? 0 ExistingJ21New 0 Intercept 0 Reconnect 0 Non -Plumbing ❑ Public Sanitary Permit #: 76 ' # of Bedrooms: es ❑ No •,, Does the project require mitigation? r , r� jwt/ice 4 YDate Implementation Deadline: i 6 f j`t/ $�P of Con ance: ❑ Yes No Does the project require an ffidavit? Affidavit #: Yes 0 No Did licensed surveyor mark lot line(s), if project is within 10 feet of required setback? es 0 No Did applicant/property owner mark lot line(s), if project is within 30 feet of required setback? Project use is? esidential 0 Commercial 0 Municipal Project type is?fd1New Construction ❑ Addition/Alteration ❑ Change Use ❑ Relocate ❑ RV Placement ❑ Sign ❑ Establishing a Business ❑ Temporary ❑ Shoreland Grading 0 Other, describe: Structure Type is: Residence 0 Principal Structure ❑ Accessory Structure 0 Boathouse (one story only) ❑ Open-sided/Screened Structure (gazebo, etc.) 0 Stairway to navigable waters ❑ Mobile Home ❑ Shipping Container ❑ Other, describe Total Sq. Ft. of Project: gp Number of Stories: Overall Height: Fee Type Calculation Fee Amount ❑ Habitable Residential Principal and Accessory (minimum $125) Structures - Enclosed Areas — all enclosed areas within $0.50 x sq ft $ / 7 dwelling except attached non -habitable garages b /, ❑ Dwelling Unenclosed Areas (decks, patios, etc.) or ar $0.20 x /O s ft q (minimum $125) Attached Non -Habitable Garages $ q ❑ Non -Habitable Residential Principal and Accessory $0.20 x sq ft (minimum $75) Structures $ ❑ Commercial Principal Structures $250 + $0.005 x (minimum $250) cost of construction $ ❑ Commercial Accessory Structures $150 + $0.005 x (minimum $150) cost of construction $ ❑ Municipal Principal and Accessory Structures n/a $0 (exempt from fees) ❑ Return Inspection 0 Land Use Revisions ❑ Special Use Permit - Class A 0 Floodplain Shoreland - Impervious Surface 0 Shoreland - Non -Conforming, etc. 0 Tower Siting/Collocation 1 0 Tower Coll cation 2 ❑ Metallic Mine ❑ After -the -Fact (ATF) $ I Inspected by: Date of Inspection: Re -Inspected by: Date of Re -Inspection: Denied by: Date of Denial: Reason for Denial: Date Denial Letter Mailed: Approved by: Date of Approval:. Z� Condition(s): ❑ Must meet and maintain setbacks from furthest extension of structure including eaves and overhangs. ❑ For personal storage only. For personal residence only. ❑ Not for human habitation or sleeping purposes. town/State/DNR/Federal may require permitting A Uniform Dwelling Code (UDC) Permit from the locally contracted UDC Inspection Agency must be obtained prior to the start of construction. ❑ A Uniform Dwelling Code (UDC) Permit from the locally contracted UDC Inspection Agency must be obtained prior to the start of construction (if applicable). wE use best management practices to limit and prevent erosion during construction. ❑ This permit cannot be transferred if property is sold. ❑ A Bayfield County Health Dept permit is required. ❑ Check with Town regarding room tax. ❑ Short -Term Rental is for a maximum occupancy of persons. ❑ Sign must meet the requirements of Article E of the Bayfield County Zoning Ordinance. ;R'fo be constructed per plan. ❑ Adhere to privy agreement. ❑ Temporary permit allowing existing structure for a period of less than 1 year. ❑ RV may not be used for permanent residence or storage. ❑ RV allowed for ❑ RV must be removed by ❑ 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 ❑ Requirements (e.g., permits/licensing/tax) of Local Town, Village, City, State or Federal agencies are required ❑ Sanitation requirements must be met (if applicable) ❑ Additional conditions may be placed and need to be adhered to at the time of permit issuance Other Conditj�ns: /ft,f /7eec d Fr , l hil� tC l !% e r PL K: Applications and Forms/Applications/land Use/Updated 2/25/2026 mdk Bayfield County Impervious Surface Calculations These calculations are REQUIRED per WI Admin Code NR 115.05(1)(e) and Section 13-1-32(g) and 13-1- 40(h) of the Bayfield County Code of Ordinances. The undersigned hereby makes application for construction, reconstruction, expansion, replacement or relocation of any impervious surface within 300 feet of the ordinary high water mark and agrees that all activities shall be in accordance with the requirements of the Bayfield County Code of Ordinances and all other applicable ordinances and the laws of the State of Wisconsin. Pursuant to Chapter 1, Title 13, Section 13-1-106(d) of the Bayfield County Zoning Ordinance(s), Planning and Zoning Department employees assigned to inspect properties shall have access to said properties to make inspections. Property Owner(s): Schnack Living Trust di April 3, 2024 Mailing Address: Property Address 17210 14th Ave North Plymouth, MN 55447 2019 Lake Road Barnes, WI 54873 Section, Township. Range Legal Description: 114. 1148, Sec Township 44 09 _ N, Range W Authorized Agent/Contractor Govt Lot Lot # CSM# Vol & Page -Howe£ e'r.NJZ- /SEcP PE41O2M/ 6 Lot(s) # Block(s) # Subdivision Town of Barnes Parcel ID # (PIN #) Tax ID # Date: 04- 004-2-44-09-08-3 05-006-22000 1692 4/9/2026 Impervious Surface: An area that releases as runoff all or a majority of the precipitation that falls on It. "Impervious surface" excludes frozen soil but includes rooftops, sidewalks, driveways, parking lots and streets unless specifically designed, constructed and maintained to be pervious. Calculation of Impervious Surface: Percentage of impervious surface shall be calculated by dividing the surface area of existing and proposed impervious surfaces on the portion of a lot or parcel that is within 300 feet of the ordinary high water mark by the total surface area of the lot or parcel, multiplied by 100. Impervious Surface Standard: Allow up to 15% impervious surface but not more than 30% impervious surface on the portion of a lot or parcel that is within 300 feet of the ordinary high water mark. A permit can be issued for development that exceeds 15% impervious surface but not more than 30% impervious surfaces with a mitigation plan that meets the requirements of the Bayfield County Ordinance(s). Existing Impervious Surfaces: For existing impervious surfaces that were lawfully placed when constructed but that do not comply with the standards in Section(s) 13-1-32(g) and Section 13-1-40(h), the property owner may do any of the following: a. Maintenance and repair of all impervious surfaces: b. Replacement of existing impervious surfaces with similar surfaces within the existing building footprint; c. Relocation or modification of existing impervious surfaces with similar or different impervious surfaces, provided that the relocation or modification does not result in an increase in the percentage that existed on the effective date of the county shoreland ordinance, and meets the applicable setback requirements in Section 13-1-32, RECEIVED APR 10 2026 Bayfiold Co. Planning and Zoning Agency Impervious Surface Item Dimension Area (Square Footage) Existing House 2.2 s -2 - Existing Accessory Building/Garage t I 'C It-i / $/ Existing Sidewalk(s), Patio(s) & Deck(s) I C7 * 20 ZOO Existing Covered Porch(es), Driveway & Other Structures 23 x 125 2900 Proposed Addition/House fix 3o t5 r 3r{ I+ -f 55 Proposed Accessory Building/Garage — Proposed Sidewalk(s) & Patio(s) MI 't' •eso „ ec Cr +aED Proposed Covered Porch(es) & Deck(s) Proposed Driveway HEW OtiUt"'-I IS IflACLJ_ ra s& easn/Jb. pares- Wm 'O GL TurahJcp trvto CAw.N I SS O Proposed Other Structures — — Total: a. Total square footage of lot: 1°t , ¶87 b. Total impervious surface area: E>t nc.rte = 71 P.2ceqSe1 36O4 _ c. Percentage of impervious surface area: 100 x (b)/a = If the proposed impervious surface area is greater than 15% mitigation is required. W- 1 /2 Total square footage of additional impervious surface allowed: @ 15% @30% Issuance Information (County Use Only) Date of Inspection: Inspection Record: Zodne District ( Lakes Classification ( ) Conditlon(s) Stermwater Management Plan Required: ❑ Yes ❑ No Signature of Inspector. Date of Apprwal:.iw. Creea Created: mM 2012 ®Apr 2016; Sept 2020) uiface APR 10 2026 Proofed by: Baygeld Co. Planning and Zoning Agency Tracy Pooler From: Michael Schnack <michael@architectural-exteriors.com> Sent: Monday, May 18, 2026 3:42 PM To: Tracy Pooler Cc: Andrew Teal Subject: Re: 2019 LAKE ROAD - Storm water Mitigation Plan Hi Tracy, Based on talking with the neighbor and using the GIS map, its approxim tely 80to90feetfr9M there well. On May 18, 2026, at 10:46 AM, Tracy Pooler<tracy.pooler@bayfieldcounty.wi.gov> wrote: Michael, Sorry to be a pain, How far is the filter basins from the neighbors well? Tracy Pooler - AZA Planning and Zoning Department 117 E 5th Street, PO Box 58 Washburn, WI 54891 Phone: 715-373-3512 Fax: 715-373-0114 Email: trac pQ9ler@bayf eldcounty w pv <image001.png> Fraudulent Billing Alert: Be aware that individuals submitting applications to our department have received scam emails. Bayfield County will NOT ask applicants to wire any funds. Please contact our office atzoning@bayfieldcQunty wi.gov or 715 373-6138 with any questions or concerns. From: Tracy Pooler Sent: Friday, May 15, 2026 8:41 AM To: michael@architectural-exteriors.com Subject: FW: 2019 LAKE ROAD - Storm water Mitigation Plan With the new area have you calculated the numbers? Tracy Pooler - AZA Planning and Zoning Department 117 E 5th Street, PO Box 58 Washburn, WI 54891 Phone: 715-373-3512 Fax: 715-373-0114 Email: tray,pQoJer@baUlcountywi.gov <image001.png> Fraudulent BillingAlert: Be aware that individuals submitting applications to our department have received scam emails. Bayfield County will NOT ask applicants to wire any funds. Please contact our office at zoning(cabayfieldcounty.wi.gov or 715 373-6138 with any questions or concerns. From: Michael Schnack <michael@architectural-exteriors.com> Sent: Friday, May 15, 2026 6:16 AM To: Tracy Pooler <trace.000ler@bayfieldcounty.wi.eov> Cc: Andrew Teal <Andrew.Teal@bavfieldcountv.wi.gov> Subject: Re: 2019 LAKE ROAD - Storm water Mitigation Plan Hi Tracy, Thanks for getting back to me. Im glad you were able to get out to the site. Looks like the weather was great. Below are the responses to the questions you had. - Any part of the paver patio not covered by the new building foot print will remain. My mistake for not showing this on the plan, this is now included on both the site plan and stormwater plan. We could divert run off into the closest retention pit. I am also open to other solutions to mitigate the stormwater. �_ - The holding tankyou're referringto is the existing septic tank. It's shown on the site plan to be removed and infilled. Ive added that note to the revised stormwater plan. - The camper will be removed and the surround area will be naturalized. Ive made that note on the revised stormwater plan as well. - The two long skinny storage sheds along the east property line will be removed and the area naturalized. The wood shed located by the existing camper will remain. Ive added this / to the stormwater plan as well. CtWe will remove all boats, docks, and boat lifts from the area to the left of the sidewalk by he lake and naturalized the area. Also noted on the revised stormwater plan. We will remove the existing shower structure. This is also noted on the new plan. Please let me know if you have any other questions. Ive also included a revised site plan with the updated non pervious calculations that include the patio and wood shed. On May 14, 2026, at 9:09 AM, Tracy Pooler <trace.pooler(albayfieldcounty.wi.gov> wrote: Michael, I was at your site yesterday and I have a few questions. • Is the entire patio brick (20x30) area to be removed in this project? • How is the hillside where the current patio area is to be removed going to be secured? • Behind the lower woodshed where the triangular stormwater structure was proposed is what looks to be a vent to a root cellar or a holding tank. What is this structure and how does one plan to work around it? • There is a camper and driveway to it that is on the site, will this be removed and naturalized? I do not see it in the impervious surface calculations. • There are 3 firewood structures on the lot, at the end of the project will any of these remain? • The declared viewing and access corridor did not include the area to the left of the stairs. Boats and dockage are not to be outside of the viewing and access. • There is a shower structure within 75 feet of the water, this is not permitted and must be removed. Tracy Pooler - AZA Planning and Zoning Department 117 E 5th Street, PO Box 58 Washburn, WI 54891 Phone: 715-373-3512 Fax: 715-373-0114 Email: tract'. ler ba ieitcount .wi.gov <image001.png> Fraudulent Bitting Alert: Be aware that individuals submitting applications to our department have received scam emaits. Bayfield County will NOT ask applicants to wire any funds. Please contact our office atzoning@hayfieldcounty.wi.gov or 715 373-6138 with any questions or concerns. From: Michael Schnack <michael@architectural-exteriors.com> Sent: Thursday, May 7, 2026 5:29 AM To: Tracy Pooler<tracy.pooler@bavfieldcounty.wi.gov> Cc: Andrew Teal <Andrew.Teal@bayfieldcounty.wi.gov> Subject: Re: 2019 LAKE ROAD - Storm water Mitigation Plan Hi Tracy & Andrew, Attached is the revised plan showing the width of the existing access corridor/ viewing area and the distance to the triangular rock pit.. The existing access corridor/viewing area is over the allowed percentage. What are the options for resolving this? Is it grandfathered in since its exist site conditions? Tracy, when do you plan on stopping by the site? There are pins in the ground with a yellow flag attached to them. Talking with my dad, we believe these were from a previous cabin design. If you can wait till Monday next week, I will move them over the weekend. On May 5, 2026, at 10:06 AM, Tracy Pooler <tracy poolerCalba ieldcounty.wi.gov> wrote: Michael, I have not been to the site yet. The mitigation numbers and design still needs to bee looked to see it if meets Land and Water Conservation design standards and all the zoning needs for Federal, State and County levers. Tracy Pooler - AZA Planning and Zoning Department 117 E 5th Street, PO Box 58 Washburn, WI 54891 Phone: 715-373-3512 Fax: 715-373-0114 Email: try,p.qole.r©b yfieldc-Quntv.w.,gov <image001.png> Fraudulent Billing Alert: Be aware that individuals submitting applications to our department have received scam emails. Bayfield County will NOT ask applicants to wire any funds. Please contact our office at zonin @bayfieldcounty.wi.gov or 715 373-6138 with any questions or concerns. From: Michael Schnack <michael@architectural-exteriors.com> Sent: Tuesday, May 5, 2026 9:12 AM To: Tracy Pooler<tracy.pooler@bayfieldcounty.wi.gov> Cc: Andrew Teal <Andrew.Teal@bayfieldcounty.wi.gov> Subject: Re: 2019 LAKE ROAD - Storm water Mitigation Plan Okay. I will make that change to the drawing when i get home this evening. Is this mitigation plan the only thing missing for permit approval? Thank you, Michael Schnack Architectural Exteriors & Millwork 763-516-0682 Lic # BC807803 On Tue, May 5, 2026 at 8:35 AM Tracy Pooter <trace.000ler(abaytieldcounty.wi.gov> wrote: FYI — the boathouse is to be counted toward the allowed viewing and access corridor calculations Tracy Pooler - AZA Planning and Zoning Department 117 E 5th Street, PO Box 58 Washburn, WI 54891 Phone: 715-373-3512 Fax: 715-373-0114 Email: tracy.lZoole_r�Izayfie dcou v�ri_gov Fraudulent Billing Alert: Be aware that individuals submitting applications to our department have received scam emails. Bayfield County will NOT ask applicants to wire any funds. Please contact our office at zoning@bavfieldcounty wi gov or 715 373-6138 with any questions or concerns. From: Michael Schnack <michael@architectural-exteriors.com> Sent: Monday, May 4, 2026 8:54 PM To: Tracy Pooler <trace.000ler@bayfieldcounty.wi.gov> Cc: Andrew Teal <Andrew.Teal@bayfieldcounty.wi.gov> Subject: Re: 2019 LAKE ROAD - Storm water Mitigation Plan Hi Tracy, Attached is the revised drawing with the requested additional information. On May 4, 2026, at 8:38 AM, Tracy Pooler <tracypooler(chbayfieldcounty wi goy> wrote: Michael, Do you plan to have an overflow area in the design? Where on the site is the shoreland viewing and access corridor(s)? How far is this from the OHWM? What is the maintenance plan/schedule? Tracy Pooler - AZA Planning and Zoning Department 117 E 5th Street, PO Box 58 Washburn, WI 54891 Phone: 715-373-3512 Fax: 715-373-0114 Email: tracy.pooler(& bayfieldcounty.wi gov <image001.png> Fraudulent Billing Alert: Be aware that individuals submitting applications to our department have received scam emails. Bayfield County will NOT ask applicants to wire anyfunds. Please contact our office at zoning@bayfieldcounty.wi.gev or 715373- 6138 with any questions or concerns. From: Michael Schnack <michael@architectural- exteriors.com> Sent: Sunday, May 3, 2026 8:30 PM To: Tracy Pooler <tra cv.pooler@ bavfieldcounty.wi.gov> Cc: Andrew Teal <An d rew.Tea l @ bayfi a ld co u n tv. w i.gov> Subject: Re: 2019 LAKE ROAD - Storm water Mitigation Plan Hi Tracy, Attached is the revised mitigation plan with the requested changes. Im assuming the water table is the water level of the lake. If so the bottoms of the pit would be approximately 10' above lake level. I can verify dimensions with a laser if needed. Let me know if you need any other information. On May 1, 2026, at 11:00 AM, Tracy Pooler <tract'pooler(albavfieldcounty.wi. guy> wrote: Michael, I have reviewed your proposal for stormwater, a couple issues need to be addressed. • The stormwater structures are to meet the side property line structure setbacks of 10 feet. • In the information provided "Infiltration diagrams" (see attached) the following setbacks do not appear to have been met. 0 10 feet from the house. o 50 from the well and the wells of others, the septic permit of the neighbor indicates that the well is in the house toward the southern part of the dwelling. o Will there be 3 feet of separation from bottom of the pit? • I do not see where the well is on the attached stormwater plan for this property and the setback of proposed structures. 7 Other details submitted so far, I will have Andy review. I do not know details about the maintenance requirements and overflow design needs associated with these structures and life expectancy till replacement or rejuvenation. Tracy Pooler - AZA Planning and Zoning Department 117 E 5th Street, PO Box 58 Washburn, WI 54891 Phone: 715-373-3512 Fax: 715-373-0114 Email: tracy.p-o leer@bayfield oc u nty.wi.gov <image0ol.png> Fraudulent Billing Alert: Be aware that individuals submitting applications to our department have received scam emails. Bayfield County will NOT ask applicants to wire any funds. Please contact our office at zoning@bayfieldcojjnty±wLgov or 715 373-6138 with any questions or concerns. From: Michael Schnack <michael@architectural- exteriors.com> Sent: Monday, April 27, 2026 8:16 PM To: Tracy Pooler <tracv. Pooler@ bavfieldcountv.wi.gov> Cc: Andrew Teal <Andrew.Teal@bayfieldcounty.wi.gov Subject: 2019 LAKE ROAD - Storm water Mitigation Plan Hi Tracy, Attached is the storm water mitigation plan for 2019 Lake Road. The plan is to use 3 separate rock infiltration pits to collect the run off from different parts of the roof. Water wilt be diverted to the pits using gutters. These pits have been sized per the county requirements (4-8% of non -permeable area for 4' deep pit) Details can be found on the drawings. Ive CC'd Andy from the Land & Water Conservation Department. Let me know if you have any questions or comments. Thank you, Michael Schnack Architectural Exteriors & Millwork Lindstrom, MN wwww itectu.ral—xt� i rs.c Cell: 763-516-0682 Lic# BC807803 <25-001 - SCHNACK CABIN -S1.1 - STORM WATER MITIGATION PLAN.pdf><Infiltration diagrams pages 19-24.pdf> Thank you, Michael Schnack Architectural Exteriors & Millwork 9 Tracy Pooler From: Michael Schnack <michael@architectural-exteriors.com> Sent: Friday, May 15, 2026 9:55 AM To: Tracy Pooler Cc: Andrew Teal Subject: Re: FW: 2019 LAKE ROAD - Storm water Mitigation Plan Hi Tracy, y6tal site area: y8987 sf Total impervio'uus area: 4634 sf (23.1% of site area) Roof Area treated by rock pits: 2439 sf Remaining impervious area: 2285 sf (11.4% of total site area) Thank you, Michael Schnack Architectural Exteriors & Millwork 763-516-0682 Lic # BC807803 On Fri, May 15, 2026 at 9:32 AM Tracy Pooler <tract'.pooler(albayfieldcounty.wi.gov> wrote: Michael, What percentage of the impervious is not treated by the filter baskets? Tracy Pooler - AZA Planning and Zoning Department 117 E 5th Street, PO Box 58 Washburn, WI 54891 Phone: 715-373-3512 1 or 1 f .� ,� ' . pry._,", •b V }} �1x` ` Ll.� t ! �}4� f l S Y •N �� It r.- .. r...l I -& - __ __ J.� y Y" a+4 r XJ�. 1 � CJIILL^LII� � S I f �.i .Y F 4w 1. _ • • .,.ma�yy 43 •o o @41'.3'0 iy U4 u`cb Yl@J'Qltit % G tj �-- %:'a - liNPERED 4822 Madison Yards Way y Madison, WI $3 03n 10 2026 SS— Oao d/raa6 P.O. Box 71 C�6 „„ w' 1 Madison, W1 53707-7 1 62. C uyr.' a Co • Launty BAYFIELD Sanitary Pumit Number (to be filled in by Co) I .$ -" a.! Sanitary Permit Application t ._.....,,_ .. __..... :,,_ .. State TmnsactionNumber In accordance with SI'S 383.21(2), Wis. Adm Code, submission of this form to the appropriate governmental unit is required prior to obtaining a sanitary permit Note: Application fauna for state-owned POWTS arc submitted to the Departmet f Sfand Professional Senses Personal information you provide may be used forsecondery purposes th the Privacy Law. s.15.o4Oxm), Stats. project Address (ifdircrent than mailing address) 2019 Lake Rd I. Application Information —Please Print All Information Property Owner's Name SCHNACK LIVING TRUST Parcel it 04-004-2-4409-08-305-006-22000 Property Owner's Moiling Address 17210 14th Avenue N property location City, State Zip Code Phono Number Govt. Lot 6 PLYMOUTH, MN 55447 612-986-7204 'c_¼, Section 08 R. Type ofBuilding(check aB that apply) Lot# ❑✓Ior2 Family Dwelling—Numbcrofaedms roo4 T44 N R09 EorW Subdivision Name fl'u6bdCommerosl— Describe Use Block* ]Stale Owned—Dacn'6eUsc ❑City or I0Town of Barnes M. Type of POWTS Permit: (Check either "New" or "Replacement" and other applicable on line A. Cheek one box on lineR, Complete line a Lliva''by'1l�e� .cw System ElReplacemcnt System ather Modification to Existing System (explain) ❑Addittoml Pretreatment Unit (explain) B. Holdin Tank g ✓ Ia-Ground 1--71-0rade (conventional) `t'' ❑Mound Lrdividud Site Design Other Type (explain) C• ❑ Renewal Before 0Revisioo 'hangs of Plumber ❑Transfer to New Owner s1 previous Permit Number and Date Issued Expiration IV. Dis ersalffreatment Area and Tank Information: Design Flow (gpt Design Soil Application Ratc(gpd(st) Dispersal Area Required s 600 0.7 (0 Dispersal Ama Proposed (at) System Elevation857.15 892I95.50' Capadry in Total #of Manufacturer Tank Inforrnntion Gallons Gallons Units Ncw Tanks Fxininglbaks a� P� s '$ I�j L cpdc or HaWmg Twk ,1250 0.V in 1 Irn (ri7 Dostag CMmbm 1250 1 Wieser ✓ ICI V. Respomlbblity Statement- I, the undersigned, assume rape siblitty for butahadan of the POWTS aholm on the attached plans. Plumber's Name (Print) Flu is Siymat Ryan Strand MP/MPRS Number Businasphone Number Plumber's Address (Street, City, State, zip Code) 798301 715-558-1673 10571N Town Industrial Park d Hayward, WI 54843 VI. County/Depnrtment Use Only Approved ❑ Disapproved PPermit Fee Date Issued lss 1rg cut Sipature ❑ Oyal/Re so s for fsaourogOD Z3 �6 �y� Ll!/ %yft3%i3 Condtnons of ApproveLReesons for Drsaoomwl RIECEIVEL) APR 10 2026 Attach it complete plans far the system and submit to the Canny only on paper not lea, than 81a. 111veab tn sizeridnfllngand 2onin0 Agency SBD-639R (R. 03/27) 5/7126, 9:22 AM Novus-Wisconsin Access rev. 12.0206 Real Estate Bayfield County Property Listing Property Status: Current Today's Date: 5/7/2026 Created On: 3/15/2006 1:14:45 PM S Description Updated: 5/10/2024 Tax ID: 1692 PIN: 04-004-2-44-09-08-3 05-006-22000 Legacy PIN: 004108405000 Map ID: Municipality: (004) TOWN OF BARNES STR: 508 T44N R09W Description: TRIANGULAR PAR WITH 144.8' OF LAKESHORE OF LOT 6 IN 2024R-603027 489A (SCHNACK LIV TRUST DID 4/3/2024) Recorded Acres: 0.429 Calculated Acres: 0.429 Lottery Claims: 0 First Dollar: Yes Zoning: (R-i) Residential -1 ESN: 104 Tax Districts Updated: 3/15/2006 1 STATE 04 COUNTY 004 TOWN OF BARNES 041491 SCHL-DRUMMOND 001700 TECHNICAL COLLEGE a Ownership Updated: 5/10/2024 SCHNACK LIVING TRUST PLYMOUTH MN Billing Address: Mailing Address: SCHNACK LIVING TRUST SCHNACK LIVING TRUST 17210 14TH AVE N 17210 14TH AVE N PLYMOUTH MN 55447 PLYMOUTH MN 55447 T Site Address "indicates Private Road 2019 LAKE RD El Property Assessment BARNES 54873 Updated: 10/4/2016 2026 Assessment Detail Code Acres Land Imp. G1 -RESIDENTIAL 0.400 171,100 40,800 2 -Year Comparison 2025 2026 Change Land: 171,100 171,100 0.0% Improved: 40,800 40,800 0.0% Total: 211,900 211,900 0.0% CM Property History N/A ,yam Recorded Documents Updated: 6/19/2012 D QUIT CLAIM DEED Date Recorded: 4/23/2024 2024R-603027 D TRUSTEES DEED Date Recorded: 4/23/2024 2024R-603026 D QUIT CLAIM DEED Date Recorded: 6/11/2012 2012R-544250 1084-324 D CONVERSION Date Recorded: 3/15/2006 376- 95 1692 1/1 C ATA L I S '' Payment Receipt Your transaction has been successfully completed!! Your Confirmation number is : 6553795395 Reference#:2605201139443CAC1739D26052011394 Wednesday, 20 May 2026 11:42:39 [CST] Parcel Number: 1692 $1864.50 Account Information Payment Type: Permit Payments Bill Payer Details Lawrence Schnack 17210 14th Ave N Plymouth, MN 55447 Payment Details Payment Amount: $1864.50 Convenience Fee: $44.38* Total Amount: $1908.88 Payment Method: VISA Card Number: XXXXXXXXXXXXX6622 Expiration date: 04/2029 © 2026 Value Payment Systems, LLC. B- -lYFIELD Bayfield County Planning & Zoning Department 117 E 5th Street P.O. Box 58 Washburn, WI 54891 Phone: 715-373-6138 Fax: 715-373-0114 Property Owner: Submission Number: SCHNACK LIVING TRUST, LU-02168 17210 14TH AVE N PLYMOUTH, MN 55447 Transaction Number: LU-02168-43CAB Description Amount Shoreland - Impervious Surface $25.00 Habitable Residential Principal & Accessory $1,657.50 Structures - enclosed areas $0.50/square foot (minimum $125) Habitable Residential Principal Structure - $182.00 unenclosed area or non -habitable garage $0.20/square foot (minimum $125) Total: $1,864.50 Payment Amount: $1,908.88 Reference: 6553795395 Paid by: Lawrence Schnack Payment Type: Credit Card Transaction Date: 5/20/2026 Receipt of payment does not guarantee eligibility of permit and is not proof of issuance of a permit. 1 u..�000nmm-h^+� / aawtwY smD.b.ta I!' 7 / EY. ruum.tiw / m[..rw wvu Mu.tLdv.{[IbMRM4YwvPr'4 MOrtlGD NDN.tI...W M W W [t..DFT Y Nwn. TD .orw _` rD.dwv.w..ta wM. 1pOLE`_• C Lg1pe L�_�` PROPOSED SITE PLAN SCALE: 1!1E - I.0 IN! I 1 ♦� 1 47 ` osrwr�n...Tnw. I LAKC 1 AS -BUILT SITE PLAN SCALE: 1116.I.0 I.0 Architectural Estsrlors & MiNw0rk 3305S NORTH LAKES TRAIL LINDSTROM, MN 55045 PH. 783.51 6.0682 SCHNACK LAKE CABIN 2019 LAKE ROAD BARNES, WI Si Architectural e.l.nor. a Mwrk ROCK INFILTRATION PIT SECTION `SCALE vr.1 ABOVE PINE NEEDLES MO DEEVIE FORM TOP OP OYSIEJH AS REO. 2. FOR EILNU. ROCK. AEIOVE MO SIFT W!3M• MESH TO ABOVE EEDEMEN1 4. ABOVE AEWESO SEDIMENTS WPEEEELACE 2RERLt PIT WECLEAN ROCK Q ROCK INFILTRATION PIT MAINTENANCE PLANsCALE: pore CSTORM WATER MITIGATION PLAN w n6 Ifloe 6 NORTH LAKES .D.2 ROM. M. SAo4S PH. ][d.618.0012 SCHNACK LAKE CABIN 2019 LAKE ROAD BARNES. WI flrttT II MAP OF SURVEY located in Government Lot 6, Section 8, Township 44 North, Range 9 West Town of Barnes, Bayfield County, Wisconsin LEGAL DESCRIPTION per deed 2024R-603027: A Dart ofGovemment Loth, Section 8, Township 44 North, Range 9 West, more padiculary described as follows; Commenting at a stake on the stereo? Middle Eau Claire lake al the South end of said Lot 6 which Is3952 feet East of the West fine of said Lot thence running North pareltl with tree Wesl4re ofsaid W a tlotance of 238 feet to stake aM the point of beginning: thence addin➢ South 45' Eta distanceof 194 feet to s stake on the shore of Middle Eau Claim Lake; thence running Northeasterly along the shore of saki lake a distance of 144.8 feet to a stake; thence running North 6730West a distance 01 248.5 feet to a point which Is 50 feet North or the point of beginning; thence running South parallelwllh the West lime of said Iota distance of 50 feet to the point of beginning. West Quarter Corner Section 6 Found & Verlfied 2) f' iron Pipe P. Meander Conner blw Sedions7 and 8 Found & Vedaed $4IronPipe e..n9r.epde>e4 xmTie wenin 3awe .e m,ve4TO newNWxm�avrPa Mn Isle cece Du a•Sit. I Wc.arr ,..n, ae hi* we ror.PM+c®nn rased m it, w4 0wt'ernhue Intel ace hd.ravte4 umaaect. tMm 1 wNe ewe nnweu, rrW+ em. uest,.wro..ww I. BROCK R. FRIERMOOD. WISCONSIN PROFESSIONA DIRECTION OF LARRY SCHNACK OWNER FOR TNEA LNP IS CORRECTAND ACCURATE TO THE BEST OF a FOR SURVEYS UNDERAE-T OF WISCONSINAOMINIST DATED THIS) S} OAYOF c.. —b,. ao 'f t le LANDS LOCATED IN Government Lots, Sedbn o, Township 44 Node,, Range B West, Ttxn of Samee, Sayfleld County. Wisconsin 0 1.5 50 100 Seale In Fee: ^y 1'.59 319457 sq. Fief 29.4 bu nano 1 / N"' hh ECiVED // ®,. ? , Bayfleld Co. J% P Ing and Zoning Agency S-Big5 BARNES, WIS. LEGEND Found Section Comet as spied Found steel fence Pmt Found 1' Iron P' ®e e Found 1-12' I. Pipe Found Mille Iron (1 RemrdadAM "`""'""'ton FLYINGOOSE ae4cor o.,a..sw sa w» LAND y,Aa SURVEYING firy' 1 _________ h �11 Lii ill n' REC IVED APR 10 2026 gP,rymi314 Zoning Agency I <0 0— Wm Y w z Q m a J Q W Z a J E Si /, 1 Iiii r RECEIVED APR 10 2026 PLana' BoYMW Co. n0 an Zoning Agency IW .� C C S C 6 I id' { O 5I =u s¢ I 11OriWftL �s Ra C @ h Cs G 0 S S O n O 0 0 RECEIVED APR 10 2026 Bayi etd Co. Planning and Zoning Agency c 0 i �ij!If! 3 ir k it tc S G @ c S S c RECEIVED APR 10 2026 Bayfleld Co. Planning and Zoning Agency 0 II k �'{;'ff� �� �I' li{iii@s45'' k ' 11�t !1JL'1111) c 0 s iii I. lil S r 0 0 0 RECEIVED APR 10 2026 Co. k'Wnnln 0 ana Gming Agwcy Th LI uiw.mw.y�. :;r1 �y 1 WALL TYPES /1 WWI SCHUL EDE at © O _ �IIII IIII LAKE CABIN • M19 LAKE RDAD tl Hi! �� BARNES. WI aII Leo Hi HIT © 1 ilL _o _i ;o J. x., A l PIuST F ;OOR PLAN Vet K! II/. §: ,it� . e e a e | , , IiIiihiiPi Z Z . / ! ) h d jji1h_JLfliPt*ilUhL1 ! | © a S 1 e e |-------------- �|!||�,||||||! RECEIVED §]/\\j); APR 102026 / n 1 311 |.|�|||�| |� Co. IIo1=:I=;=:l=l= l IS i 11 is hti±ii , ifjflli1% 0 e. a RECEIVe6 APR 10 2020 PWMIn SaYReJO Co. 9 and Zoning Agency APR If 202U6ayfiCo. pingandonlno A,,,, ub EAuPIXf_ 9 OA u� 2019 LANE POW RECEIVED APR 11)WZ& TTT 4OIN9CM 2019 WCE ROAD BN E6 NI A1.7 RECEIVED iA WA eGMAGE &AS WALL. IRAWALL.PG'F IRH �T0P0FGMIAF L• a .v ,10 W RGMAGE X¢GE I FLfl POLE A1.8 RECEIVED 'K 10yg '18n irgaod MCo. —_ ??MMApealy 11iL .... L Architectural v ww�w.solE EOmup urt vau 2019 W1E 9090 BARNES 91 RECEIVED APR 10 2026 PR, �YRnkCo00h1. 9 ndZoniny pg�h, El M ra=- P U Iii ____ _ ., ,...,..... uXE CABIN A10LWEPDAD BARNS. M RECEIVED APR 10 2026 Planningt, z Co gAemq. E L T... sAi RECEIVED APR 10 2026 aapfie d co. Planting and Zoning Agency acnuncx LUKE CAaIN NIKE WIEPOM 9/.S. IN RECEIVED APR 10 2026 B..aC.. Planning aW Zoning Agana, o,eaaa uaI M10 LME PCMO BNWB.WI M ° �1 0 Architectural E.e.oesd (2\ ROCK INFILTRATION PIT SECTION 2 SCALE rl.Ia D 3 ROCK INFILTRATION PIT MAINTENANCE PLAN SCALE Nrs STORM WATER MITIGATION PLAN SCALE: 1116-1'd' LIND TROMLMM TPdlt l IMN5Tfl OY. MM 15046 Pit IE2.AI E. IEE2 SCHNACK LAKE CABIN 2019 LAKE ROAD BARNES. WI Infiltrate Infiltration practices hold runoff water in a flat area and allow water to soak into the soil. They work well where infiltration rates (speed that water soaks into the soil) range from 0.5 to 3 inches per hour. Sandy soils provide lots of opportunity for infiltration. Do not install infiltration practices if there is not at least 3 feet of separation to groundwater. Infiltration practices are not recommended where soils consist of more than 30 percent clay or more than 40 percent silt and clay. Rain gardens are the excep- tion. With rain gardens, plant roots create pore spaces for water to travel along and soak into the garden bottom. Approximate Infiltration Rates of Soils Sand 1.2 to 3.0 inches or more per hour Sandy Loam 0.8 to 1.2 inches per hour Infiltration pits and Loam 0.3 to 0.8 inches per hour trenches work well Clay Loam 0.2 to 0.3 inches per hour Rain gardens are the only infiltration Clay 0.04 to. 0.2 inches per hour method Measuring Infiltration Rates You can perform a simple infiltration (or more accurately percolation) test by digging a hole with straight, vertical sides to the depth where you want to infil- trate water and filling it with water to moisten the soil. Allow this water to drain, then fill the hole again. Measure water depth after filling and every 15 minutes until the hole'drains. Measured every fifteen minutes, the infiltration rate per hour is four times the average decrease in water depth. Assessing Soil Type Two do-it-yourself methods for assessing soil type follow. Soil test kits may be also available from your local IlW-Extension Office. Mother source of soils information is the Natural Resources Conservation Service. With a high speed internet connection 19 IN FtI.T n ATE and a fast computer, you can look rap soils mopped for your property. To try tW;go to the NR(S Web Soil Survey. hltjs//`°cb.nilsurvry.NNC.S.nula.gav/app. Follow the Instructions on the web site, lie patient: depending upon the speed of your internet connection and compute,,,it can take a while toga to your desired location. MRCS soil Information Is available by hydrologic soil group. This classification groups soils by their INntmtlon capability. A soils ate sandy soils with high Inal- notion rata. B tolls have moderate infiltration, and C sons have low Infiltration mta.Soih may vary considerably from she to site -especially whew fill is brought in during ennstnictinn. Estimating Soil Texture A simple hand testing method will provide an idea of your soil texture. I. Take a small hadful of awl. Soil Texture Ribbon length 2. Make eon Me Boll Is instantly moist 3. Font a .mall round bail with one hand. Sand 0-1/2 inches 4. Work the foilpushing art of that ball Sandy loom i/2.1A Inch.. p Loam 1.0 Inches between your thumb andfaeOngar. 5. Tax process should brut a rbbon That ribbon Clay loam 1.0- 1.5 Inches Should be long enough to measum with a Clay 2.0+mattes Smell ruler. The table shows soil features aimpliiled Into cafeterias based an the length of the ribbon. Identifying soil texture by measurement i. Spread soil one newspaper to dry. Remove reeks. roots, and other debris. Gush sot dumps and grey pulverize the soil. 2. Bit a tall, slender jar 1/4 full of soil. 3. Add water until Me jar la 3/4 lull. 4. Add o teaspoon of powdered, non -foaming dishwasher detergent 5. Covar with a light -fitting lid end shake hand for 10 to 15 minutes. This boxes apart Me aril and eats It Into Similar and particle chess 6. Set the jar where II well not be moved for 2 to 3 days. T. Soil panicles will settle out according to size. After 1 minute, mark the depth of Ilea wend an Me jar. a. After2houm, mark Me depth of silt an theian 0. When Me water dean latter a few days or weeks) mark the depth of clay. 10. Measure Me thickness of the send, wilt, and clay layers. 11. Calculate the percentage thickness of each layer by dividing the thickness or a particular soil layer by Me total depth of aril and multiplying by 100. Test and additional information tracer assessing soils from Garden Noros 0214 Estimating Soil Teats Cdoreda Slate University Cooperative Essensbn Professional Soil Testing For problem sites where practices need to be large and deep, Ills a good Idea to have son tested by a professional. Direct the cettifed soil tester to dig a pit to 3 feet below the potential depth of the Infiltration practice. Have the soil Later chaneterlu the son and ask for a repot that specifies son texture at various sod depths.Alao have them identify where soil shows evidence of a Willi w, -.ter table. Certified roil takers can be found in the yellow pages undcr'SolTwing'or-Pcrc Testing." A list of ceNfied will balers in your some may be available from your county zoning office. Soil Compaction from Construction Many developed properties have severely compacted soils.Tllese sons were corn. peered wheat heavy seminary dove over native or all solo during conatru aloes. (umpactfon resulting from cormntNon activities can last decuka.T is Is wiry It Is Important to avold rue ofircavy machinery on waterfront property If at all possible. To Increase Infiltration in compacted soils, till soils deeply (at least one foot) and add 3 to 6 Inches of compost. Composted materials like laves and grew will add organic material and port spaces to the rot and Increase Infiltration. Leveling Infiltration Areas To maximize the volume for holding the infiltrating water, the bottom of IMltra- lion practices should he level. '2 check the bottom of an Infiltration practice, place a 2X4 plank across the bottom and measure with a carpenter's level. Important things to keep In mind when infiltrating water Place Infiltration practices at least 10 fast tom the house to prevent undrmMing of the inundation or seepage Into fire basement. Infiltration pnclices should be at least SO lest from drinking water walls. Newly constructed walla meat be at least 25 fast deep, but rider, more shallow wells may still e.jet. So sure the bottom of an inhibition area Is aaparated at least Ihree lest from tire groundwater to prevent groundwater contamination. Avoid hieing iniidration uphill of or a optic drain field. IN F I Lr nnr[ Rock Infiltration Trenches the a rock trench to capture ninoff from a roof or parking area. A filter fabric trench liner prevents soil fmm entering the spaces between the rocks where water b field, Filter fabric is available front many hardware stores and sonic band and Water Conservation tepanments. Try to keep sediment out of the rocks at the top of the trench to maintain fire pure spaces and extend the Ire ofthe trench, One method to do this is to creme An area (hat can be readily cleaned out Fill trench to within six Inches of the top wall rock Place a layer of filer fabric over the rock then fill to the aufaoe.This allows removal of rack and sediment cleaning from tie top six incbes.Tbe filter fabric prevents sediment from retching lower layers. Tenches may be comwcted next to buildings without basements or foundations such as pole sheds. It Is a good Idea to leave at least sic inches between the edge of a poured concrete slab or asphalt driveway to prevent undernlning.Thla area can be covered with rock at the surfaco, if desired. Do not place trences within it. fret of a house where water could soak into the basement. Allows fifteen -foot wide strip of glass between a heavily used parking area and a rock trench to clean the water before it soaks into the ground. Inf11nNan Trenches are long, relatively shallow excavated areas, lined with titter labde, then sited with Nick. Trench site depends upon the Amount of waterrobe captured and Use rateofinfil- tntlon of underlying soil.Tle space between the rocks holds water, which then soaks into the sor bends the trench. A two -foot deep trench along a rooANe will capture a significant volume of water. The table on page 23 lies tie length of trench necessary to capture a one-year, 24 -hour Norm event.These trenches will probably overflow with large storms/line edge where the overflow occurs should be made as level as possible to reduce tire creation of ch nndized flow. Sizing for rock trenches along roofs and parking areas.' Area of hard Length (lt.) of Length tit.) at surface (sr. ft.) 2 It, wide tench 3 (t. wide trench 200 17 II IMPORTANT 400 33.5 22 NOTE: Sizing le n, In the tab 600 50 33.5 is for areas with 800 67 45 sandy wsbne' 1000 84 56 foams uwifh 1500 126 64 drainage rate of at bast 2000 167 112 0.5inches 2500 200 140 per hour, 3000 251 168 I rraneMrva.e Mnratleaq. 2 marches an aired is mesa.. me feat, N-Icersis,w Rock Infiltration Pits An Infiltration pit is eonawcted sinnually to a trench, except that a pit is deeper, soda pit is designed to fit into available area.Tlds deeper pit may reach sandy soils with higher Wlltneon ones when a shallower tench does nos, With sandy soils, a 3 -foot deep infiltration pit sisould be 5 to to percent of the sire of the Impervious surface that drams to It A 4 -font deep infiltration pit should he (miss 4 to 8 percent of the I. of the impervious surface that drains to ft. Sec the table on page 24 for siring In sandy loam soils. if this much space Ism t available a smiler pit will still help reduce pollutants by capturing runoff front small min events and the first firms from larger storms. Re sure to consider how water will flow from the pit when it overflows. The over flow am should be broad (2 to 4 feet) and absolutely flat across the overflow for even flow. Reinforce the overflow an with dean 4 -to 6 -loch Rick underlain with filter fabric to prevent mortifying soil from washhug out Do not construct a pit deeper than five feet because the soil beneath the pit will eompaa and drain more slowly. ark:.N•tt\�yp Sizing Infiltration Pits - Area of pit compared to impermeable area that drains to it* Soil Type Infiltration Rate 3 foot deep pit 4 foot deep pit Sand More than one inch 5-10 percent 4-8 percent per hour Sandy Loam 0.5-1 inch per hour 10-20 percent 8-15 percent Silt or Clay Do not use infiltration pits or trenches unless you can dig to a sandy soil layer • This will capture the runoff from a I year, 24 -hour storm event to a 70 year, 24 -hour storm event. Across Northern Wisconsin this ranges from just over 2 inches (I year storm) to around 4 inches (10 year storm) of rain in a 24 -hour period. Preventing Sediment Accumulation To prolong the life of your infiltration pit, install a layer of filter fabric six inches below the final top surface. Cover the filter fabric with clean rock to the surface. Follow these steps to maintain the infiltration system 1. Remove pine needles and any other matter that has collected on top of the system. 2. For small rock, remove rock and sift with a 3/4" mesh to remove sediment. 3. Rinse rock. 4. Remove remaining sediments and replace or rinse filter fabric. 5. Refill with clean rock. 6. Place recovered fine sediments in bordered flower bed or other contained area and mulch. 7. Discard dirty water and sediment in a contained area on your property such as a plant bed. Subsurface Infiltration Pits An infiltration pit can be constructed beneath the soil and grass, but be sure to keep the following in mind: ■ Cover rock with filter fabric to prevent soil from entering the spaces between the rocks. N Be sure the location of the infiltration pit is noted above ground.To minimize compaction and maximize effectiveness, do not drive across this area. 0 An overflow device is needed. N A direct connection to a rain gutter downspout may deliver leaves, pine needles, and other debris below ground and clog the rock spaces. See photo on page 25 for a tube system that provides overflow for excess water and allows access to clean out debris. 24 Town, City, Village, State or Federal Permits May Also Be Required Substandard — Yes / Nonconforming — No Shoreland — Yes / Impervious Surface - Yes Floodplain - No / Wetlands - No Mitigation - Yes I Affidavit #: LAND USE - X SANITARY — New 26-11S SPECIAL A — SPECIAL B/CONDITIONAL — BOA — No. 26-0198 Tax ID: 1692 Issued To: SCHNACK LIVING TRUST Location: S08 - T44N - R09W Town of Barnes BAYFIELD COUNTY PERMIT WEATHERIZE AND POST THIS PERMIT ON THE PREMISES DURING CONSTRUCTION Legal Description: TRIANGULAR PAR WITH 144.8' OF LAKESHORE OF LOT 6 IN 2024R-603027 489A (SCHNACK LIV TRUST DTD 4/3/2024) Residential Structure in R-1 zoning district For: New Construction [- Story ], Residence on a Basement [4225 Total sq. ft. ] Height of 34' (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. Tracy Pooler Authorized Issuing Official May 20, 2026 Date Condition(s): For personal residence only. Town/State/DNR/Federal may require permitting. A Uniform Dwelling Code (UDC) Permit from the locally contracted UDC Inspection Agency must be obtained prior to the start of construction. Use best management practices to limit and prevent erosion during construction. To be constructed per plan. Mitigation Implementation Deadline: 1 year after sleeping in dwelling. Install stormwater pits within 1 year of sleeping in dwelling. Replace stormwater pit rocks every 10 years or sooner if needed.