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HomeMy WebLinkAbout24-51S Vollmer'<•>-.. 1^'*J ^ FEB 02 202^ L"^^^ Department of Safety & Professional Services, Services DivisioirfF^z County itaiy Pemfit lumber (to be filled in by Co.)TJ^15 ?ermit Application In accordance ivith SPS 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 forms for state-owned POWTS are submitted to the Department of Safety and Professional Services. Personal information you provide may be used for secondary purposes in accordance with the Privacy Law, s. 15.04(l)(m), Stats. State Transaction Number Project Address (if different than mailing address) 5/YM-E I. Application Information - Please Print All Information Property Owner's Name tWM ^- \)oHiwr Tr. Parcel # r^w i^y7^ Property Owner's Mailing Address 17/05 PiZM^r/Z/i, Property Location Govt.Lot City, State Cahk. ujr Zip Code^wII. Type of Building (check all that apply) D 1 or 2 Family Dwelling - Number of Bedrooms D Public/Commercial - Describe Use D State Owned - Describe Use Phone Number ^-^0-^3^Lot # j4liZ_I/4,_5j^_'/4, Section ^i5~ T_^L/_N R 07 Eor/^? Subdivision Name Block # CSM Number a City of _ a Village of ^Town of On^WUr^ffT^'Q EU. Type of POWTS Permit: (Check either "New" or "Replacement" and other applicable on line A. Check one box on line B. Complete line C if applicable.) A.0, New System D Replacement System Other Modification to Existing System (explain)D Additional Pretreatment Unit (explain) B.D Holding Tank i-Ground (conventional) D At-Grade D Mound D Individual Site Design Other Type (explain) c.D Renewal Before Expiration D Revision D Change of Plumber D Transfer to New Owner'List Previous Permit Number and Date Issued FV. DispersaI/Treatment Area and Tank Information: Design Plow (gpd) ^^-^ Design Soil Application Rate(gpd/sf) .^ Dispersal Area Required (sf) 7^-^> Dispersal Area Proposed (sf) ^7^ System Elevation e7^. <r Tank Information Capacity in Gallons New Tanks Existing Tanks Total Gallons # of Units Manufacturer lism •S llE 0 0•o fr< Septic or Holding Tank /G00 /<yoc>/<^.' <s< -^^xDosing Chamber V. Responsibility Statement- I, the undersigned, assume responsibility for installation of the POWTS shown on the attached plans. Plumber's Name (Print) ^4^'y5^z^ MP/MPRS Number Plumber's Address (Street, City, State, Zip Code) 10671 N Tc^\ '^hdj^4nW Business Phone Number 7/5'~55?$;-7^3 iv^ ^8^^ VI. County/Department Use Only Approved D Disapproved D Owner Given Reason for Denial ermit Fee \ h V \ Date Issued^'rlCT^J Issuing Agent Signal7^^~^fwr^ Conditions ofApprovaVReasoqp for Disapprovalfor Disapproval ^ ~ ,^ / ^Uf^fe^^ \ nf ^ i>iveffly -^ 9/^y ^If^h^^. /^l^f^ f>ti',ft^ w/^^^fs <?// ^ ?nWr^ Ua^Mpn+ CCUT}^ //> ^/^^I/ Attach to complete plans for the system and submit to the County only on paper not less t^h 81/2x11 inches in size SBD-6398 (R. 03/22) j^'wm HC-^7^ Private Sewage System Maintenance Agreement Owner(s) Name PO^M.^ ^llrn^rWOwner(s) Mailing Address -5 T/^n^r 7^.. At/?4< uJ^6^^ ^Y/YM^Tax ID #^^7^ As owner, I (we) do hereby certify the private sewage system will be installed in accordance with the certified soil tester's report and approved plans and specifications on file with Bayfield County Planning and Zoning Department. The system will be operated in such a manner as to meet the designed plans. I (we) agree to maintain said private system at the below listed location in accordance with rules established in the Wl Adm. Code, as from time to time amended. (COMPLETE Legal is required) w.1/4 of Section Additional Legal Description:L^s<> Township ^Lf N. Range 0~7w. <.^L \^ ^o< Town of |.yr<jUV-fY^<HV^ (Acreage) 0(0_^S>7Gov'tLot. Lot Block.Subdivision Lot CSM#Vol..Page.CSM Doc # DOCUMENT NUMBER2024R-603 1 00 DANIEL J. HEFFNER REGISTER OF DEEDS BAYFIELD COUNTY, Wl RECORDED 04/30/2024 AT 1 :53 PM RECORDING FEE: $30.00 PAGES: 1 Recording Area Return To: lr>' i;.' i;' ^ '1. ," iPlanning an(iJZoriihg'De|i)artment' i!| MAY u -i :/i!Z/i ^ In-ground gravity D Mound D In-ground dosed D In-ground pressure distribution Sewage System: D At-grade Sewage System D Other Septic Tank (system types A through E): The septic tank shall be pumped by a certified septage servicing operator within three (3) years of the date of installation and at least once every three (3) years thereafter unless, upon inspection by a licensed master plumber or other person authorized to make such inspection, the tank is found to have less than one-third (1/3) of the volume occupied by sludge and scum. Pump Chamber (system types B, C, D, and E): The pump chamber shall also be rinsed and pumped out when the septic tank is serviced as provided above. The switches and pump controls shall also be inspected and maintained to ensure operability of said components. Septic Tank Eff]uent_Rite!_(system types A through E): The septic tank effluent filter shall be inspected and maintained as necessary and in accordance with manufacturer's specifications. Filter maintenance reports shall be submitted to the County as required by SPS 383.55, Wis. Admin. Code. Private Sewage System Dispersal Cell (system types A through E): The private sewage system distribution cell shall be visually inspected by a certified septage servicing operator, POWTS inspector, or licensed master plumber within three (3) years of the date of installation and at least once every three (3) years thereafter to determine whether wastewater or effluent from the system is ponding on the ground surface. Mounds. At-arade, and In-around Pressure System Laterals (system types C, D and E): The laterals shall be flushed out and swabbed if needed when the wastewater distribution cell component is inspected as provided above. Owner(s) agree that failure to comply with this agreement will result in action being taken to pay all charges and costs incurred by Bayfield County for inspection, pumping, hauling, or otherwise servicing and maintaining the private sewage system tank in such a manner as to prevent or abate any human health hazard caused by the system. Bayfield County shall notify the owner of any costs which shall be paid by the owner within thirty (30) days from the date of notice. In the event the owner does not pay the costs within thirty (30) days, the owner specifically agrees that all the costs and charges may be placed on the tax roll as a special assessment for the abatement of a human health hazard, and the tax shall be collected as provided by law. The terms and conditions of the agreement shall be binding upon and inure to the benefit of all current and future owners of such Q^fi&^i"lf/,^S5QU£^.•'""»*%Owner(s) Name(s) - Please Print ,a<JL Vofdt^^J^, Subscnbed and sworn to before me on this date^'^y.^'*'"""'.'^) w-^-^w nv'\ ,^BLIC|^Notarized Owner(s) - Signature(s) It^^cOl^^ Notary Public : H-^-^-f My Commission Expires:d - D- ^n °3^Y%^'//^niTi^x1 •^r Drafted by:ate: Proofed by: u/forms/sanitary/septjcmaintenceagreement Revised July 2020 The owner of this in-ground gravity system fae responsible for its perpetual operation and maintenance pursuant to requirements of SPS 382-384, Wise. Admin. Code. Pursuant to SPS 383.52 (2), Wise. Admin. Code, this system shall be considered a human health hazard if not maintained in accordance with this approved management plan. Furthermore, ai! mspeetfon and maintenance activities shaii be performed by a in accordance with SPS 383.52 (3). Wise. Admin. Code. s == jjjz_0. — — S 220 mgL-1; TSS S 150 mgL-1; FOG S 30 mgL-1 3 o type of use o age of system o nuisance factors {/.e. odors, user complaints, etc.) o mechanicai malfunction (/.©., pumps, valves, switches, floats, ete.) o materiai fatigue (i.e., leaks, breaks, corrosion, etc.) o solids volume in anaerobtc tank{s) and any d'stribution appurtenance(s) (l.e., distribution / drop boxes) o neglect or improper use {i.e., exceeding design capacities, prohibited activities, etc.] o extent of ponding in distribution cell prior to dosing o dosing irregularities - if applicable (/.e., pump re-cyciing, float switch settings, eto.) o electrical components - if applicable (/.e., wiring, connections, switches, controls, timers, alarms, efc.) o distribution lateraf or Jatera! orifice plugging (measure tateral df'stal pressure - compare to design specification) o surface discharge of effluenf or sewage back-up into structure served 3 (or 0 shail be pumped by a certified septage sen/icing operator licensed under s. 281.48 Wis. Stats, ifte of in the (1/3) She volume of the or as required by focal ordinance. Disposai of contents shall be pursuant to NR 113, Wise. Admin. Code. o shall be Inspected 3 and shall be cleaned to remove any accumulated soiids according to manufacturer's specifications. A servicing period will always be greater than 12 months. be to the in accordance or to: Name of individuai or company: Y^\/l/} ~-^ffWr\0/ _________ Phone: V^"^^>( Local government unit: Sw^-^&S C^U/l4^ ^M/Y^ _ Phone: /7/^~-379 -^/3S Local government unit address:^ &0C ,cjf?{j U^Q^Atwf^ (^- ZIP: 6^<^/ Any defective part of this system shall be repaired, repiaced, or removed pursuant to SPS 383.51 (1), Wise. Admjn. Code. Repair or replacement of failed or malfunctioning components shall comply with SPS 383, Wise. Admin. Code. No product for chemical or physical restoration of the POWTS may be used unless approved by the department in accordance with SPS 384, Wise. Admin. Code. in the event that any faBed treatment component of this POWTS cannot be repaired, it shaii be replaced pursuant to a plan submitted to the appropriate agency for review and approval. A faijed in-ground dispersal component may be abandoned and replaced by a code-compiymg dispersal component in a pre-determined area of suitable softs. if use of this POWTS is discontinued, it shall be abandoned in accordance with SPS 383.33, Wise. Admin. Code. BAYFIELD COUNTS SANITARY PERMIT f#04)-24-51S STATE SANITARY PERMIT OWNER: DONALD L VOLLMER JR GOV'TLOT: LOT: BLK: NW 1/4 SW 1/4 SEC: 35, T 44 N, R 7 W TOWNSHIP: Drummond SOIL TEST: 179-22 NEW SYSTEM SYSTEM T^PE: Non-Pressurized In-Ground PLUMBER: Strand, Ryan Tracy Pooler DATE: 5/20/2024 Authorized Issuing Officer CHAPTER 145.135(2) WISCONSIN STATUTES a. The purpose of the sanitary permit is to allow installation of the private sewage system described in the permit. b. The approval of the sanitary permit Is based on regulations in force on the date of approval. c. The sanitary permit is valid and may be renewed for specified period. d. Changed regulations will not impair the validity of a sanitary permit. e. Renewal of the sanitary permit will be based on regulations in force at the time renewal is sought, and that changed regulations may impede renewal. f. The sanitary permit is transferable. History: 1977 c. 168; 1979 c. 34,221; 1981 c. 314 Note: If you wish to renew the permit, or transfer ownership of the permit, please contact the county authority. PREVIOUS PERMIT #: LICENSE: # MP 798301 Condition: System to meet all setbacks. Management plan to owner. Properly maintain per recordNed agreement. Upon sleeping in new dwelling, NO sleeping or habitation allowed in any other buildings without permits. THIS PERMIT EXPIRES 5/20/2026 POST IN PLAIN VIEW MUST BE VISIBLE From ROAD FRONTING THE LOT DURING CONSTRUCTION PAGE 1 OF 4 In-Ground Gravity Plan Index & Cover Sheet Component Manual Design References: In-Ground Soil Absorption for POWTS Version 2.1 (May 2022-2027) Pg1 of 4 Pg2of4 Pg3of4 Pg4of4 Index & Cover Sheet Plot Plan Dispersal Area Cross-Section & Plan View Management Plan Attachments:Enclosures: POWTS Application for Review Soil Evaluation Report & Site Map Project Name / Description Owner Name(s): VQY^J? L, \1 0[^W~ 57^ Phone: W - t^0- ^'^?S~ Owner Address: l'7j0^ Vi'OV^^ W' C^t}^. 0^ Zip: ^fu^<^/ Project Address: f/ pc^^ Govt. Lot: _ {^.^J 1/4 of^lV 1/4, Section ^5" , T ^ N-R (^7 ELJ or W^l Township: D i^JLCy^w /TYV-O _ County: P>A(yA^^ Project Parcel ID #: T^ J^D ] ^ ^7 f Designer Information \BJr\ S-tr^^l _ Phone: -7/5'- S^ /^7S>Designer Name: Designer Address:/057/A^7Aj^^^^te^2 A^-/^2, Zip: • y*^ -^ ^ -'• -^t^ i^; ^•i License Number: ^^C)/ _ \ Cor^!iof';:!G Remarks: stamp. Signature:^- ,-/^Griginal signature required on each submitted copy. Date: Q- ^-^3 -p^3r>/^.^Vl03 SJ ~a^vto\j\ c^y\A -A3y-& ^I^Z>U -»-<f oj. •S^-^S ^9-^ Jp?-^W <2^ -)^c^ C^3p( -^ ^<5'JJ<3-» -^•'^o-V) c~^'s>U) -^o L^dip^30-| ^>V<-p >-z^s -)^- ? z. g l^*-:>y<-7^-^ ^^^.sv'i-^q q^ v^t-s.^. ,s'sb •\9^^$ q^e ^ ,Tool -<z ,^-bb ^ ,S8-8b •l<2 ^> 9\^a^ ^ -g l—^sy^> ^.y ^ €\ ^^ojj (?$> -y3^ ~^9]]'.^ -~>ue^} ~y ^oj, ^ooivig-T "P^j -l.a-^Q^j 5'Q,1L1 ^^F'5 C^^O^ r^hbJL^S^ o'>s/m^ bL-Zbf '^"J ^-10L •d ^l . ^^O^A^OJ^ •€^ p^y/OTg :y^ _s-z-za-Obs-c8Tr \-i^-hS \C^j^\0^~) 'P3 -*^3M'^ ^31 LI --m ^^o^ --j p^^op -.J^l^p Uniform Trenches with 3-ft Trench (down-sizing SOIL COVER Septlc Tanl<(s) Manufacturer; ^1^^-^-J^- iJ^eM^^a Ssptic Tank(s) Volume(s); gal ^^^wm, gal Effluentjflter Manufacturer: -^-^2_Z2^A^. gal Effluent Filter Model #;.ZS1^2^ 12" mln, trenchdapth(typical)TYPICAL TRENCHCROSS SECTION VIEW (No Scale) Qulcl<4 Standard-W w/ End Cap (typical) System Elevation =i!^EI;=E~ft (typical) (Show location of Inlet / outlet pipe connection on plan view.) Provide minimum 3 ft separation between trenches. Observation Pipe(typical) Install per manufacturer's Instruattons. TYPICAL TRENCH PLAN VIEW (No Scale) (typical) INSTALL PER TRENCH: ^2_ Quick4 Std-W @ 20 fl2 EISA/chamber = ^^. ft2 + «««ZL». Pairs of end caps @ 6'ft2 EISA/pair = ^ji^. ft2 A =3,0 ft (typical) -Qulcl<4 Standard-W Chamber(typical) (mfd by Infiltrator Systsms, Inc.) Install pursuant to manufacturer's instructlans. 50m00Q"n ^. = Proposed EISA per trench ^.A..ft2 Required Inflltratlon Area =Z^m ft2 x ««^^. trenches = Proposed Total EfSA = Z^^, ft2 Distribution Mtethod; -Z^^^.^l_2hj:2±i^±^, (000 104" ^4" CAST-A-SEAL FILTER ORBAFFLE 4" CAST-A-SEAL TOP VIEW WLP1000-MRTANK SPECIFICATIONS DIMENSIONS:WALL; 2 1/2"BOTTOM: SEPTIC 3" COVER: 4"MANHOLE: 24" I.D. PRECAST CONCRETE RISERHEIGHT: FLAT COVER 53 1/4" O.D.LENGTH: 104" O.D. WIDTH: 86" O.D.BELOW INLET: 42- O.D.LIQUID LEVEL: 36" WEIGHT: 6,790 LBS. INLET AND OUTLET:4" CAST-A-SEAL BOOT OR EQUALGASKET. CAST-A-SEAL BOOT OR EQUAL INLET AND OUTLET BAFFLE AND FILTER:WISCONSIN. SEE DETAIL #10(OTHER STATES SEE CHART) LIQUID CAPACITY: 27.83 GAL/IN HOLDING TANK:OUTLET HOLE PLUGGEDACTUAL CAPACin: 1,085 GALLONS LOADING DESIGN: 8' 0" UNSATURATED SOIL TANK CAN BE USED AS:SEPTIC/ HOLDING/ PUMP OR SIPHON COVER: MIX DESIGN #8 (NO FIBER)TANK: MIX DESIGN #10 (STRUCTURAL FIBER) CUSTOMIZED TANKS:FOR CUSTOM TANKS CONTACT WIESER CONCRETE n PUMP PAD SIDE VIEW TANKS ARE MANUFACTURED TO MEET OR EXCEED ASTM C-1227 REQUIREMENTS DRAWINGS SUBMITTED FOR APPROVAL APPROVED BY: APPROVAL DATE; PRODUCTS NEEDED BY: 0.1 M(/)101a.] > 1^1 IIs1 <101 U-lcl U3^ LOl& ^-ill1^1f~>\0 Ipo|x ob Iin3 ec <2 0 a.B(7) SHEET NO. \«<1 Orenco PSC-Series Biotube® Effluent Filters Optional float switch bracket Handle Biotube filter cartridge Deftector plate Housing a i'aSB Orenco PSC-Series Biotibe Effluent Filters are designed to remove solids from effluent leaving wastewater tanks. Orenco's patent-pending PSC-Series Biotube Effluent Fiiters are used to improve the quality of effluent from wastewater tanks. Improved effluent quality extends drainfield life in onsite dispersal systems and improves the performance of downstream treatment in effluent sewers. The Biotube filter cartridge ffls tightiy in the housing while being easy to remove for maintenance. The passh/ely self-cleaning design extends maintenance cycle intervals. Rlter mesh is available in 1/Bin or 1/1 Gin (3.2mm or 1.6mm) mesh opening sizes. The handle can be extended with PVC pipe (not included) for better access to the cartridge. A 3/4in (19mm) diameter tee handle is included. Models PSCS0621-18 and PSCW0621-18 are NSF 46 certified. PSCS0621-18, PSCW0621-18, PSCPS0621-18, PSCPW0621-18 PSC DD0621-18-Q Float switch bracket option:Blank = no float switch bracket installedA = float switch bracket Installed B = for use with Orenco M-series tanksAB = float switch bracket installed and for usewith Drenco M-series tanks Cartridge height, in (mm);18 =18(457) Filter housing height, in (mm):21 =21(533) Gin (150mm) filter diameter Outlet tes:W = includes adapter for Type 3034 outletS = fBs Schedule 40 ouBet tee filter mesh option, in (mm):Blanks 1/8(3.2)P =1/16(1.6) PSC-series Biotube* effluent fiBsr of Housing PVC.ABS Orenco PSC-Series Biotube Eff/uent Filter Biotube filter cartridge Handle components Deflector plate Polypropylene, DCPD PVC, stainless steel ABS Orenco Systems® • 800-348-9843 • +1 541-459-4449 • www.orenco.com NTO-FT-FTS-Z Rev. 3 ©06/21 Page 1 of 2 Model A. Overall height, in (mm) B. Housing height, in (mm) C. Cartridge height, in (mm) D. Outlet pipe diameter, in (mm) E. Outlet height to invert, in (mm) F. Deflector plate diameter, in (mm) Mesh size, in (mm) Filter surface area, ft2 (m2)* Flow area, ft2 (m2T PSCS0621-18 22.7 (577) 21.0(533) 17.75(451) 4.5(114) 13.5(343) 6.63(168) 1/8 (3.2) 6.3 (0.59) 1.9(0.18) PSCPS0621-18 22.7 (577) 21.0(533) 17.75(451) 4.5(114) 13.5(343) 6.63(168$ 1/16(1.6) 6.3 (0.59) 1.9(0.18) * Filter area is defineii as the total surface area of all individual Biotubes within the filter cartridge. " Flow area Is defined as the total open area /or area of 1he mesh openings) of all the individual Biotubes within the filter cartridge. NTD-FT-FTS-Z R6V. 3 © 06/21 Page 2 of 2 Orenco Systems8 «' 800-348-9843 • +1 541-459-4449 » www.orenco.com r- ^.o Wisconsin Depertment of Safety and Profess.'ona' ServicesDivision or industry Services Page. r/ -of. SOIL EVALUATiON REPORT in accordance w£n SPS 385, Wss. Adm. Cotie Attach complete site pian on paper not less than S 1/2 x i.'i in&'ies in size. Pten must 'nciude, but not limited to: vertical and horizontat renerence point (BM), cnrec&'on and percent siope, scale or dimensions, north arrow, and locsSon and ciistance to nearest roao. Please print sl! information. 'ersonal infonnation you provide may be used for secondary purposes (Privacy Law, s. 15.04(1 )(m}}. County BAYRELD ! Pares! !.D. Reviewsd by ,7^^Date •operty Ownar J&y^Q-ld L. \/(Q l(l^e-v-/ 3'r.Property Locat'on - j Oovt.L.ot JJ[^ •A 5-lJ '/S S 3^" - t^tf N R C>~T E (00 -operty Owner's Mailing Address 1-11 OS- Fipn^r RJ.7-1 S I Site Address or CSM and Lot S-. i ± 2^AS^ G.C 3ty c^^State ! Zip Code Lcn !5-4g<2.{ Phone Number n City cr<?D)^r! ^g^^^i D Vilisge CSTown e?»v I Nea-estRoad Pr&»t<£^v~ |S<4. 53 NewConsbucBon Use: i^B. Residerieai/Numberofbedrooms _? ^Replacement , [jPybBcorcoryiperdal-Descn&e: :>arent material.-^ D PubBc or cororBerdaI — Descri&e: 'lc-.^idfc f '^r.* Code denved designfiow rate l~tSL^3PD_ Flood Plan elevsfion n spo!iceble-s v~t- Seneral comments and recommendaSons: i ^ ^&.1.5 ^CI&TCM/I^I 9^S' Boring #D Boring?ft Ground surface ete'/io •C'^t.Depth to !imiSng factor c?fc in. / etev!?^7Sft. Horizon T2^ 3 n_~€-~ Depth !n. Dominant Cotor Munsel! 0-1 \ -T.^^ 3M — _|_-Tr.Sv^ ^/2 Sedox Description i Texture i StTdCT-ire 1 Consistence 1 Boundary Qu. Az. Cent Coior [ j Gr. Sz. Sh. j jT^T -?-Z~7 j ' ^ I — _LS- 2-7 -40L 2»\^v-CVW^Y- <£? -S^ ! M^l ^lt2- tl ^| — kr$J 6-$^ j^r^ ! ^W-^D\ _5/^ I ^ _S~ '5So -£!U T I nvt H/tf I — _i?r<5 i <t- \ V^.\T T t( 1 ^ L^^ <^l . ^ i s.?qfc-^ ^/-F^s Roots T^c {^C _ioK:13-m Soi! Application Rate GPD/Ft2 *EfS1^:r\ .-7 .-1n *EfS2 _LO_ u^_1.^LE: u^_ ^7| Boring #QBoringPit Ground surface eiev."Depth to limiting factor IC&' in. / elev.TO. Horizon J_ z- ^_J£ Depth In. D -T -7-2-^ ^4^0 -+Q -(OS Dominant Color Munsell -r.5^ ?/z. ^h - Sf3 ^3T Hy» F\IL- Redox DescripSon Qu. Az. Cont Cotor 3/n <\^,~T Texfejre i Str.jcture Gr. Sz. Sh. •S 1 S '!. ItA-^ l^ 5 I £>^<\ <?r^ j •( ^^ \ <( i ^ \jJ/X\A^.S *'; Consistence »<.o^-v~ IVY- •Firh^ M-I -^<i (^. Boundary rcjT' I( ^_ Roots TO^-Tw77^ lo^ Soil Application Rate_ GPD/Ftz *Efi»1 ~s_ .-I _1_L *Effi¥2 1.0 [^TV _L^z_ CST Name MERTON SVIAKI Signature K^A-K\A-L CST Number 224901 Address 10869N SMITH COURT , HAYWARD.WE 54843 i Dsts Evaiuation Conducted } 11-1ST Z(5 --2--Z. Telephone Number (715)-634-8719 Effiuenf #1 = BOD > 30s. 220 mg/L and TSS > 30 ^ 150 mg/L * Effluent •t=2 = BOD, s 30 mg/L and TSS S 30 mg/L SBD-8330(R04/21) Page OT. ~s Boring # D Boring I Pit Ground surtece eie'...W.{A.Depth to iimiting factor IZQ jn. / &lev.c?0. £*. Horizon 1- z_ 33s Depth in. loZL 1-30. 30-5^ eh -12.-C Dominant Cotor Redox Description Munseii ! Qu. Az. Cant Color -T.^^A- 'r — <, - H/H ^ „< $/J I — lf ^/5T 1i Texturs -jiL -3- -EL~^K \ Sfructure Qr. Sz. Sh. Zt^fr- j3_rl3- _2^$?^ o'yaj Consistencs ^0^-^ fHt-i. iA'p4^ ^1 ! T Boundary La) u t( Roots lo^ i^c ttf^ Soil ApplicationRate GPD/R2 *Efl^1~v ~L .^ _!. 1—T •Efgffi l.D L.^, 1.0 l.(£> Boring 9 D Boring D Pit Ground surface elev.-ft.Depth, to limiting factor.in. / stev.-ft. Horizon _3^i\ L Depth In. Dominant Color i Rec'ox Description Munsel!Qu. Az. Cent Color Texture }c i^pA ^ n^p^l - , 4 $rf, ] 1Stnjcture j Consistence Gr.Sz.Sn. j ^~I<?4)_d__._^ -KOiAr- 2-0 i^j ?54 =- 3-14^ ^ SB Q4 ^^-^^J fee JZ. Tr t'4 e^ r3M -^ ^A 5^ --1&' -i-T _B.^i- Hz? PS.(S£^ ^s4-^i^ ^-fi4ji^^^^ ^^ L^^eA/i ^2yi$4^ i i T I . / i _____ _ _ 1.^T lob05<d 4~•cfelr-L j Boundary u'rc^ri ^_ Roots Soil ApplicationRate GPD/Ft2 -EfBM1] *EfS?2 Borings Q SoringD Pit Ground surface eiev.-ft.Depth to ii'mfting factor.in. / etev._ft. Horizon Depth in. Dominant Color Munseii TiJ:1 Redox Description Qu. Az. Cont Co'or I Texture I Structure j Gr. Sz. Sh. T ! iITLT ! Consistence Boundary Roots Soil ApplicafionRate GPD/R2 *Efl3?1 I *Efiff2 * Effluent#1 = SOD > 30 & 220 rog/L and TSS > 30 £ 150 mg/L ' Effluent #2 = BOD, S 30 mg/L and TSS & 30mg/L -sr^j<j-j-$ •yyc'-? ^^W a^. ^'3^ c^o^ ^ •AffJ^-Ta -3W*-V] C-H3»y -^ LndipOO-1 -^v<-p j>-z<s -^- 1 n "I ~' ! ^Z^-Q^-~\\ lOb^-Z-Z. J-50 '^rl^*r3wl^ —t^j \.^\^ -p>^s»«ji^sr^03 • s,i -S-w00» C"*-""^ --k^^-2, p-^Z^U -»f oi. ? z <3 ^yy<r^9'\ ^j"| ^.SM-s>q o^, v<-; ,S'Sb '\^^^ ^:0S ^ ,Tool •<S ,^S'bh ^ ,S8-8b •1<3 Y' sl^»^ • -g /—3j-3yp -*.y jj <a 5-^.'<*^<J ('*$• -yy^ ^]'A —fUQQ -jS ^^ ooi'ug-'y ^^q/ 'p^-^a-^Q^ ^QiU ~^Y£- ^LQ'y r^hhJ-JSS^ ^s/mr^ hl^-bl '^F ^~v±. 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Tax ID: PIN: Legacy PIN: Map ID: Municipality: STR: Description: Recorded Acres: Calculated Acres: Lottery Claims: Rrst Dollar: Zoning: ESN: •^ Tax Districts 1 04 018 041491 001700 048020 Updated: 2/7/2022 14279 04-018-2-44-07-35-3 02-000-10000 018105706000 (018) TOWN OF DRUMMOND S35 T44N R07W NW SW LESS S 16 RODS 415 28.854 28.854 0 Yes (R-l) ResidenO-al-l 112 Updated: 3/15/2006 STATE COUNT;' TOWN OF DRUMMOND SCHL-DRUMMOND TECHNICAL COLLEGE TAKODAH IAKE •^ L 3R Updated: 2/7/2022 CABLE WI L 3R17105 PIONEER RDCABLE WI 54821 s^lailmg Address: I- 3R17105 PIONEER RDCABLE WI54821 s" Site Address * indicates Private Road 17015 PIONEER RD 17105 PIONEER RD '.;-i Property Assessment 2022 Assessment Detail Code Gl-RESIDENTIAL G6-PRODUCTIVE FOREST DRUMMOND 54832 CABLE 54821 Updated: 8/9/2021 Recorded Documents Updated: N/A N/A 2-Year Comparison land: Improved; Total; in N/A Acres 2.000 26.854 2021 501,700 273,900 775,600 Land 456,000 45,700 2022 501,700 273,900 775,600 Imp. 273,900 0 Change 0.0% 0.0% 0.0% https://novus.bayfieldcounty.wi.gov/access/master.asp 1/1 Bayfield County, Wl >sf'<«^" ~~v*«*"52SSs. -^^~~ •'. • ";7-^»--—.^:i "-••i-^S^f^ fi"^^-.'^s^a^. ;.:B'rHmrnbri'(^ SDONALD] •'ssassffBBwsgsssssniQ I'"- :-^-i^iK' 'Wsm3t (lPiKS61?(@ca§SRiaS- %?^ '^'^^^%y' •Sf^-''^ ,r\ ",cf!' \ '• »•( ^ <.' ^ %D0500 2/7/2023, 3:27:27 PM Rivers Lakes Approximate Parcel Boundary - " Driveways Section Lines * Buildings Meander Lines I—I Municipal Boundary •^ ••l:WX;/:y'%S*' 0 0 0.01 0.01 -^ELi 0.01 0.01 1:500 0.02 mi 0.03 km Bayfleld Bayfietd County Land Records Department https://maps.bayfieldcounty.w.gov/BayfieldWAB/ Bayfield County, Wl 2/7/2023, 3:21:50PM Rivers [. I Approximate Parcel Boundary - ~ Driveways Lakes I—I Section Lines * Buildings Meander Lines I—I Municipal Boundary 1:500 0.01 0.01 0.02 mlI—'—^-0 0.01 Bayfleld 0.01 0.03 km Bayfleld County Land Records Departmenthttps://maps.bayfieldcounly.wi.gov/BayfieldWAB/ Real Estate Bayfield County Property Listing Today's Date: 2/7/2023 Property Status: Current Created On: 3/15/2006 1:15:19 PM laf Description Tax ID: PIN: Legacy PIN: Map ID: Municipality: STR: Description: Recorded Acres: Calculated Acres: Lottery Claims: First Dollar: Zoning: ESN: Tax Districts 1 04 018 041491 001700 048020 14279 Updated: 2/7/2022 04-018-2-44-07-35-3 02-000-10000 018105706000 (018) TOWN OF DRUMMOND S35 T44N R07W NW SW LESS S 16 28.854 28.854 0 Yes (R-l) Residential-1 112 •-•f Recorded Documents N/A RODS 415 Updated: 3/15/2006 STATE COUNTS TOWN OF DRUMMOND SCHL-DRUMMOND TECHNICAL COLLEGE TAKODAH LAKE Updated: N/A «tt ownership DONALD LVOLLMER3R Billing Address: DONALD LVOLLMER3R 17105 PIONEER RD CABLE WI 54821 Site Address * indicates 17015 PIONEER RD 17105 PIONEER RD >£l Property Assessment 2022 Assessment Detail Code Gl-RESIDENTIAL G6-PRODUCTIVE FOREST 2-Year Comparison Land: Improved: Total: S3)' Property History N/A Updated: Mailing Address: 2/7/2022 CABLE WI DONALD L VOLLMER 3R 17105 PIONEER RDCABLE WI54821 Private Road Acres 2.000 26.854 2021 501,700 273,900 775,600 54821 DRUMMOND 54832 CABLE 54821 Updated: Land 456,000 45,700 2022 501,700 273,900 775,600 : 8/9/2021 Imp. 273,900 0 Change 0.0% 0.0% 0.0% ^^^^^. ^w^^jk""y/^o //w?/^ Y^/^