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Home My WebLink About028-742-22-5706-SAN-2024-097 (/� Industn Sen ices Division Coimn � � 4822 Madison Yards Wa� Sawyer Z -� � Madison,WI 53705 = t� = Sanitary Permit Number(to be tilled in by : P.O.Box 7302 � Madison. WI 53707 (� j� � c��- „_, i Sanl*a� PeY,1,i11t A„„llCa*l�n State Transaction�umber � 6 1J1J 6 In accordance with SPS 38321(2),Wis.Adm Code,submission ofthis form to the appropriate govemmental unit � is required prior to obtaining a sanitary permit Note: Application forms for state-owned POWTS are submitted to Project Address(if different than mailing a� the Department of SafeR and Professional Services. Personal infonnation you provide may be used for secondan �Z947N BaISaC71 RC�. Ha ward, W� purposes in accordance with the Privacy La��,s. I�.Od(I�(m),Stats. y I.Application Information—Please Print All Information Property Owner�s Name Parcel# Chelsea Real Estate Inc 028742225706 Propert} O�cner�s Mailing Addresi Prope � Location 1125 S 103rd St STE 425 ��&� City,State Zip Code Phone Number Omaha, NE 68124 607-731-7123 �' �^ �. Se�t�on 22 II.Type of Building(check all that apply) Lot# T 42 N R �� E or W � 1 or2 Family D��elling—Numberofl3edrooms 4 r'� Subdivision Name E31ock# ❑Public/Commercial—Describe Usc �--. �City of �Sta[e Owned—Describe Use CSM Number Village of �-- �Town of Spider Lake ❑I.T��pe of PO�VTS Permih(Check either"New"or"Replacement"and other applicable on line A. Check one box on line B.Complete line C if a licable.) `�� Ne��S}�stem �Replacement System �Other Modification to Ezistin_Sysrem(e�plain) �Additional Pretreatment Unit(eaplain) B' �Holding Tank �In-Ground �At-Grade �Mound ❑Individual Site Design Other Type(explain) (conventional) C. �Renewal Before �Revision �Change of Plumber �I'ransfer to Ne�c Owner List Previous Permit Number and Date Issued Expiration CST 93-424 SAN 93-351 IV.Dispersal/Treatment Area and Tank Information: Design Flow(gpd) Desien Soil Application Rate(apd/st) Dispersal Area Required(st) Dispersal Area Proposed(st) S��stem lile��ation 600 0.7 857 858 95.01 Capacity in 'lbtal #of Manufacturer v Tank Information Gallons Gallons Units � � v 'D � Ne��Tankc E�istin��Tanks �� `—' � � � � — U v: h v: _ U - Septic or Holding Tank 1250 1250 1 Ro�h � � Dosing Chamber 1000 1000 1 Roth �ly�•j' � Q � ✓ �'.Responsibilit}�Statemenh I,the undersigned,�ssume responsibility for installation of the PO��'TS shown on the attached plans. Plumber�s Name�Print) Plumher�s Sianature r/ � MP/MPRS Number Business Phone Number Jason Kuettel �� —�'�-:f��'`��• 675751 715-798-3355 Plumber's Address(Street,City,State,Zip Code) � , PO Box 66 Cable, WI 54821 Vl.Co n /Department Use Only �Ap v ❑Disapproved Pennit Fee Date Issued Issuing Agent Si�naturc ❑O�vnerGiven Reason for Denial $�� `� ��/{��f��!/✓�.�� :-T-'r' :7�.:_ Conditions of Appro�al/Reasons for Disappro�al ��):' �,�� ;' ` '� •� , f � --- —_. '� ,`.Z ;� , . . . � � � �, _. W �� '�� S � ay__.�.. .,...,,. ��' ' �PR 2 6 Z024 f � ��__ �y �3� ---a._, � C ST- �-cI — �5� � V�_ ,s�v�rr��c��.:�,-;;. -1 `,1�� n�iNG��?��:�rE;:�-,; �� Attach to comple[e plans for the sys[em and submit to the County only on paper not less than 8 V2 x I I inches in size �u�� SBD-6398(R.02/22) NO R�FUND6 AFTER ISSUE OF PERi1AIT `;�cj�� PAGE 1 OF 5 In-Ground Dosed-Gravity Plan Index & Cover Sheet Component Manua/Design References: In-Ground Soil Absorption for POWTS Version 2.1 (May 2022-2027) Pg 1 of 5 Index & Cover Sheet Pg 2 of 5 Plot Plan Pg 3 of 5 Dispersal Area Cross-Section & Plan View Pg 4 of 5 Pump Tank Specifications Pg 5 of 5 Management Plan Attachments: Enclosures: Pump Curve POWTS Application for Review Soil Evaluation Report & Site Map Project Name / Description Chelsea Real Estate - 4 Bed Owner Name(s): Chelsea Real Estate Inc. Phone: 607 _731 _7123 Owner Address: 1125 S 103rd St. STE 425 Omaha, NE Z�p: 68124 Project Address: 12947N Balsam Rd. Hayward, WI Govt. Lot: 7&1 1/4 of_ _ __ _1/4, Section 22 , T 42 N-R07 E ❑or W❑✓ Township: Spider Lake County: Sawyer Project Parcel ID #: 028742225706 Designer Information Designer Name: Jason Kuettel Phone: 715 _798 _3355 Designer Address: PO Box 66 Cable, WI Zip; 54847 E-mail: tim@andryras.com License Number: 675751 Remarks: � �a A ��,.. Signature: � y;�==-��i�" Date: -�-` ti'� Origin I signature required on each submitted copy. o mi�i�i �� mmm� ` J ^�d y n � -.A \ s � 7 o '� � � � o � m `A .f e." S � �M �J � v �' 0 r� � � - m � � � + � `° - � � m � _ Y � � J N �� U c�j r o. k- S ti � $ � � a� - � �� I w�x Z C7 0� e��'� � � J v v � oi � m .. v�� N �—� r+ '� a N O y N � ' �\ E� O � ~ ' � Driveway ; d o 3 O � J v L -' o y _ ! m �• �iu >N Z� F U� > IN-GROUND DOSED-GRAVITY DISPERSAL AREA Uniform Elevation Trenches with Quick4 Standard-W Chambers 3-ft Trench (down-sizing credit) � `"'" 1z� TYPICAL TRENCH SOIL COVER (rypicep ,z.. CROSS SECTION VIEW m�� ,e��h (No Scale) dep�h (typlcal) . • . �.a F 34.. �'� . . �rypicap , � � � Provide minimum 3 ft � . � ' separation between trenches. System Elevation = 95.01 ft (typical) Quick4 Standard-W W/Elld C8p Observa�lon Plpe (rypicaq (Show location of inlet/outlet pipe connection on plan view.) ('vP�°a�� TYPICAL TRENCH Install per manufac[urefs ��s«��o�s. PLAN VIEW � - - - - �� - - - - - - - �� - - - — — � T (NoScale) - - � , iya= s.on �— — — — — t — — - —._ J 1 (rypical) _ _ — — — �� — — — — — — _ �� — _ _ — � � B = 58 ft - � � (typical) Quick4 Standard-W Chamber m INSTALL PER TRENCH: (rypica�) W (mfd by Infiltra�or Systems.Inc.) O Inslall pursuant�o manufacwrets instmctions. 14 Quick4 Std-W @ 20 ft� EISA/chamber= 280 ft` T + � Pairs of end caps @ 6 ft�EISA/pair= 6 ft' � = Proposed EISA per trench = 286 ft` Required Infiltration Area = 857 ft' Distribution Method: x 3 trenches = Proposed Total EISA = 858 ft' branched manifold RESET PAGE40F4 In-ground Dosed-Gravity Management Plan IMPORTANT: The owner of this in-ground dosed-gravity system shall be responsible for its perpetual operation and maintenance pursuant to requirements of SPS 382-384, Wisc. Admin. Code. Pursuant to SPS 383.52 (2), Wisc. Admin. Code, this system shall be considered a human health hazard if not maintained in accordance with this approved management plan. Furthermore, all inspection and maintenance activities shall be performed by a registered POWTS Maintainer in accordance with SPS 383.52 (3), Wisc. Admin. Code. Maximum Dispersal Area Operatinq Limits: Design Flow = 600 gpd; BODS<_ 220 mgL-'; TSS <_ 150 mgL-'; FOG <_ 30 mgL-' Inspection Checklist INSPECT EVERY 3 YEARS o type of use o age of system o nuisance factors (i.e. odors, user complaints, etc.) o mechanical malfunction (i.e., pumps, valves, switches, floats, etc.) o material fatigue (i.e., leaks, breaks, corrosion, etc.) o solids volume in anaerobic treatment tank(s) and any distribution appurtenance(s) (i.e., distribution /drop boxes) o neglect or improper use (i.e., exceeding design capacities, prohibited activities, etc.) o extent of ponding in distributian cell prior to dosing o dosing irregularities - if applicable (i.e., pump re-cycling, float switch settings, etc.) o electrical components- if applicable (i.e., wiring, connections, switches, controls, timers, alarms, etc.) o distribution lateral or lateral orifice plugging (measure lateral distal pressure—compare to design specification) o surface discharge of effluent or sewage back-up into structure served Maintenance Checklist MAINTAIN EVERY 3 YEARS (or when necessary) o Septic and dose tank(s) shall be pumped by a certified septage servicing operator licensed under s. 281.48 Wis. Stats. when the volume of solids in the tank(s)exceeds one-third (1/3) the liquid volume of the tank(s) or as required by local ordinance. Disposal of contents shall be pursuant to NR 113, Wisc. Admin. Code. o Effluent filter(sl shall be inspected every 3 years and shall be cleaned when necessary to remove any accumulated solids according to manufacturer's specifications. A servicing period will always be greater than 12 months. System maintenance reports shall be submitted to the proper local government unit in accordance with SPS 383.55 Wisc. Admin. Code. Report any component failure or malfunction to: Name of individual or company: Alldl')/ RBSIIlUSS21l & SOIIS Phone: 715-798-3355 Local government unit: SBWyef CO. Z011lllg Phone: �15-634-8288 �oca� government unit address: 10610 Mairl St. #49. Hayward, WI Z�p 54843 Any defective part of this system shall be repaired, replaced, or removed pursuant to SPS 383.51 (1), Wisc. Admin. Code. Repair or replacement of failed or malfunctioning components shall comply with SPS 383, Wisc. 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, Wisc. Admin. Code. Continqencv Plan In the event that any failed treatment component of this POWTS cannot be repaired, it shall be replaced pursuant to a plan submitted to the appropriate agency for review and approval. A failed in-ground dispersal component may be abandoned and replaced by a code-complying dispersal component in a pre-determined area of suitable soils. Svstem Abandonment If use of this POWTS is discontinued, it shall be abandoned in accordance with SPS 383.33,Wisc. Admin. Code. \� s,� � PAGE50F6 �� p� 6 ti�'�k SEPTIC / PUMP TANK SPECIFICATIONS Mp,�t � N-� ,� (No Scale) ��GQS �P-�\� 4"� Vent Pipe "� >10 ft from SP� P�M�N Building Electncal must comply with N�N('j 12" Min. or 2A ft above SPS 316 and NEC 300 Established Flood Elevation Extend manhole riser as necessary. Z� Weatherproof (typical) Junction Box Approved Approved Locking Manhole IMPORTANT: Vent �ap with Warning Label Attached (typical) Anchor tank(s) as necessary �-Conduit pursuant to SPS 383.43(8)(g) a° M��. o�2.o rt abo�e Established Flood Elevation (typical) �Airtight Seal Finished Grade � -- Quick Disconnect � a a 18" Min. CAPACITIES @ 29 gal/in < s . < (typical) Depth (in) Volume (gal) a i A 24.7 623.5 * f Weep � Approved Joints with Hole Approved Pipe 3 ft onto B 2.0 58 � IIII Solid Ground (typical) [C] 4.5 130.5 ` 1 � _Alarm D 12 348 B } �,�—o� f [c] PUMP-OFF * 40 ± PumP �—aff a ELEVATION = $� ft Pump Tank Liquid Level = in i ° INSIDE BOTTOM Force Main Diameter = 2 in Concrete B'°°k ELEVATION = $� ft a_ a Force Main Length = 80 ft 3" Approved Bedding Material Beneath Tank 13.04 Vertical Head = � 5 ft Force Main Void Volume = gal + Min. Supply Head = - ft [C] Total Dose Volume TDV = 133.04 gal/dose + FM Friction Loss = 2•64 ft (5X total laterai void volume < TDV < 0.2X design flow) + (force main drainback volume) + Fitting Loss* = ft *(min. supply head x 0.3) MIN. PUMP DISCHARGE RATE = 40 gpm = TOTAL DYNAMIC HEAD = � 7.64 ft PUMP TANK: SEPTIC TANK(S): Volume = 1000 gal Total Volume = 1250 gal Manufacturer: Roth Manufacturer(s): Roth Pump Manufacturer: Champion Install approved effluent filter at the septic tank outlet Pump Model: CPES3 immediatel upstream of the um tank inlet. (See attached pump curve.) y {� p Controls/Alarm Manufacturer: SJE Rhombus Filter Manufacturer: Orenco Controls/Alarm Model: HW101 Filter Model: FT0822 Float switches containinq mercury are prohibited. RMT•1000E Ca aci Chart Height(inches) Gallons in Tank 0 0 1 7 2 13 3 24 4 35 5 52 6 58 7 92 8 115 9 139 1� 163 11 186 12 208 13 241 14 273 15 302 16 330 17 357 18 383 19 411 20 436 21 468 22 498 23 528 24 558 25 583 26 608 27 636 28 663 29 591 30 719 31 749 32 779 33 806 34 833 35 861 36 888 37 915 38 941 39 966 40 990 41 1009 42 1028 43 1051 44 1073 45 1093 46 1113 47 1130 48 1147 49 1154 50 1161 � rims-a. = p�-...' r •?"�',s,a �i -, 3 a _ _ _ .}w✓,r•w:.a.�• — -::+wa.r i ^- ..ecA..a^-- .. .:. . .�,: ..� t �v' t.W' .ht� � La�_ ' 'S �., i . .:. _ . , ._ _ - _ . .. r ,.'w , , _. � r . .. _ . . . . . . � �€' ��., � . :-.: _._� i' z � . i:w » , . _ . ..-'.r' _ . _ f': . , _ �.., .. � - ..- -' . . . . . . . . . _ _ . _ . ,_., - . , :.-. ._ " _ ' � ._ . ., ._: . ., ,..., � ,,.<3: ;. �. . .., ., �� :. � � . . ,. . . . . _ � �' � _ - � __� .� y � 1/3-1/2 HP - . � ham tori �. �::. � : , . � � � . _„� : . EFFLUENT/SUMP - ,� . ,, ..: �� : � . � _ � _ . . _ x� � " fvery pu'mp tested in water to ensure pump = , , "y�,��;' " � ,_t' ��- �* , rsx` � � r.; F� r t ,,, ' . ;,} _ 'meeispeformancecurve. :;_ nl:t. � C �k�Y.a'jw� i'.il �-. Y .: , � . . �. f .�� ,+. Y 5 � "- i'��-'��''.�. ' �r^�*I yi�`F�'�'� - .:AE` � . F�� i�'�I y� �.�� • f u j � � �" r.:' � G`t7" :SS�Gkp'y ��!*'�'h i �. .!"s�'x 4. ' i ei" . � � . � �:�� d�+ �y{�. k • • •• [� . 1 , � .. ' t �: rr�.''�. ..� � � � � r <alr=a`��x� • `�e�y �: ' .��e.j • " . • .` .\ � • � .�c �. � � � � � � � { j�-° h '+ �py��. • � � . ' / "�'��u fi �}'i' : t ��1 wrY � �j.�l/ �'h fi ip �.� �! •• •• / • � ,�`,�' • • • ;,G';y�� • -• • �. • � • �• . • • �. • � � � . • - •. � • - •' • . �-. • • �' " � • . • � _ � : �._:_.-� �:--- • . • �• -- .. , � � •• ��- • ' •� - � • . � .�. ,� • •• � • � • � • •�- • �• � . • • � �• • • • . 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Uetails F'rovidetl by AF'F'IAN Gonsulting tnglneers — www.appianengineers.com heb. 2008 HORIZONTAL STRUCTURAL REINFORCING RIBS GAS(TOP)/LIQUID(BOTTOM) TOP (FULL CIRCUMFERENCE) PASS-THRU SLOT INSIDE TANK LIFTING O HOLES (4 TYPICAL) THREADED cNo ACCESS O�P� p�P ° OPENING `L�` O O 2�` � 24"I.D.DIA. � (2 TYPICAL) � O O 4.25"TYP. } 29 1/2"TYP. � � LENGTH=148" N � WIDTH=62" 8.66" i� N � � I I I H —_ _— S TANK SPECIFICATIONS w � DESIGN CAPACITY TOTAL CAPACITY WEIGHT � GALLONS LITERS GALLONS LITERS POUNDS 1250 4730 1469 5561 560 S I D E DWG SCALE: 1:1 p n TU ROTH GLOBAI PLASTICS PLOT SCALE:1:2 I\�/ I I � M u I t i Ta n K O �� One General Motors Drive 1250 GALLON MODEL RMT-1250 Syracuse N.Y. 13206 SHEET�J: II Toll Free 866.943.7256 1 OF 3 rpw�rt�dw��a www.fralo.net Details Provided by APPIAN Consulting Engineers — www.appianengineers.com Feb. 2008 8s„ ELEVATION INLET PORT � OUTLET PORT Note: RMT-1250 may be used as a gravity septic tank as shown in the I I section view (tanks in series). It also is approved for use as a lift I I station/pump tank per IAPMO listing. ,n n Note: State or local authorities may = require all installed septic tanks to � be equipped with an effluent filter w listed to ANSI/NSF Std 46 or _ applicable local code. LENGTH = 148" THREADED ACCESS HORIZONTAL STRUCTURAL THREADED ACCESS INLET PORT 12�„ OPENING $�� REINFORCING RIBS OPENING 122"OUTLET PORT Z 24" I.D. DIA. (FULL CIRCUMFERENCE)� 24" I.D. DIA. INV IN. g�� 924�� g" _ INV OUT � m �21�� 2 411, 4 Effluent $ ii . 1� - Filte 1 =U' � $ �nRnrioN wn��sEE�ocn��$4 3�, o w REGS.FOR OPENING $ V = RE�UIREMENT 28 �2�� 858,� 3 4�� 8 2/3 TANK LENGTH 1/3 TANK LENGTH 0" LIQUID LEVEL � SECTION DWG SCALE: 1:1 ROTH GLOBAL PLASi1CS PLOT SCALE: 1:2 R 0 TH M u I t i Ta n K O �� One General Motors Drive F Syracuse N.Y. 13206 SHEET #: � ��J O G A L L 0 N / M 0 D E L R M T- 12 5 0 �� Toll Free 866.943.7256 2 � �M��p�� www.fralo.net ..� ��y ��y��....,. ..�r�..��..��y��.,.,�,,....,,,� HORIZONTAL STRUCTURAL REINFORCING RIBS ISOMETRIC (FULL CIRCUMFERENCFI MULTI PORT GAS (TOP) / LIQUID (BOTTOM) OUTLETS PASS-THRU SLOT INSIDE TANK (3 TYPICAL) THREADED ACCESS OPENING 24" I.D. DIA. (2 TYPICAL) f LIFTING HOLES (4 TYPICAL) MULTI PORT INLETS (3 TYPICAL) � � WARNING TANK NOTES 1 . Access at or above grade level must be secured against unauthorized access. 2. Tank is not rated for vehicular traffic loading. 3. All resin used is compliant with ASTM D 1248 as required by CSA B66 and IAPMO / ANSI Z1000. 4. Tank material of construction is HMW-HDPE. 5. Primary dimensions are in inches 6. Minimum tank wall thickness is 1/4". 7. Labeling will include: manufacturer name, liquid capacity, date, maximum burial depth, and model number. 8. Riser cover contains the following: 6" x 3" warning: "Danger - Do not enter - Poison Gas" - written in English, French & Spanish. 9. Maximum burial depth from manufacturer is 36" unless specifically instructed otherwise by the factory. 10. Models RMT-500, RMT-750, RMT-1000E, RMT-1060, RMT-1250 and RMT-1500 are all certified to NOTES CSA and IAPMO standards. DWG SCALE: 1:1 ROTH GLOBAL PLASTICS PLOT SCALE: 1:2 R 0 TH M u I t i Ta n K O �� One Generol Motors Drive SHEET #: � ��O GALLON / MODEL RMT- 1250 II ToISFr�ee 866.943.7256 3 OF 3 py�Mywp�R�pw�I��L www.fralo.net Details Provided by APPIAN Consulting Engineers — www.appianengineers.com Feb. 2008 HORIZONTAL STRUCTURAL REINFORCING RIBS GAS (TOP) / LIQUID (BOTTOM) TOP (FULL CIRCUfviFERENCEj PASS-THRU SLOT INSIDE TANK LIFTING O HOLES (4 TYPICAL) THREADED cNo ACCESS O�P p�P ii OPENING `L�` O O �,�` � 24" I.D. DIA. � (2 TYPICAL) � O O 4.25" TYP. } 29 1/2" TYP. � � LENGTH = 118" N d' WIDTH = 62" 8.66" i� N � i �1�� ' � I ii � -- -- _ TANK SPECIFICATIONS w � DESIGN CAPACITY TOTAL CAPACITY WEIGHT � GALLONS LITERS GALLONS LITERS POUNDS 1000 3780 1161 4395 450 S 1 D E DWG SCALE: 1:1 � ROTH GLOBAL PLASi1CS PLOT SCALE: 1:2 R 0 TH M u I t i Ta n K O One General Motors Drive 1000 GALLON / MODEL RMT- 1000E R� Syracuse N.Y. 13206 SHEET /�� II Toll Free 866.943.7256 7 OF 3 ��R�q�� www.fralo.net Detoils Provided by APPIAN Consulting Engineers — www.oppianengineers.com Feb. 2008 ELEVATION 59" INLET PORT OUTLET PORT � � Note: RMT-1000E may be used as a gravity I I _ septic tank as shown in the section view �n (tanks in series). It also is approved for use �� as a lift station/pump tank per IAPMO listing. � w Note: State or local authorities may require _ all installed septic tanks to be equipped with an effluent filter listed to ANSI/NSF Std 46 or applicable local code. LENGTH = 118" THREADED ACCESS THREADED ACCESS OUTLET PORT INLET PORT �2�" OPENING _ OPENING �� 2 24" I.D. DIA. "��' 24" I.D. DIA. 12Z" INV IN. - -o� - - 63$" b � Z INV OUT g a'� � 63$' �N 4�' �n `"' 158 Effluent 1 F Filter 184 = PARTITION WA�L SEE LOCAL M � � �� REGS.FOR OPENING 3�� LL1 W REQl11REMENT 8 = N 55$" `�o� 354' 2/3 TANK LENGTH 1/3 TANK LENGTH 40�� LIQUID LEVEL � HORIZONTALSTRUCTURALREINFORCING SECTION RIBS (FULL CIRCUMFERENCE) DWG SCALE: 1:1 � ROhi GLOBAL PLASTICS PLOT SCALE: 1:2 R 0 TH M u I t i Ta n K O �One General Motors Drive SHEET �/ 1000 GALLON MODEL RMT- 1000E R� II ToISFree 866.943.7256 2 OF 3 ��p�� www.frolo.net Details Provided by APPIAN Consulting Engineers — www.appianengineers.com Feb. 2008 HORIZON?^,L STP.UCTURi^-,L REINFORCING RIBS ISOMETRIC (FULL CIRCUMFERENCE) GAS (TOP) / LIQUID (BOTTOM) PASS-THRU SLOT INSIDE TANK MULTI PORT OUTLETS THREADED ACCESS OPENING (3 TYPICAL) 24" I.D. DIA. (2 TYPICAL) LIFTING HOLES (4 TYPICAL) MULTI PORT INLETS (3 TYPICAL) � � WARNING TANK NOTES 1 . Access at or above grade level must be secured against unauthorized access. 2. Tank is not rated for vehicular traffic loading. 3. All resin used is compliant with ASTM D 1248 as required by CSA B66 and IAPMO / ANSI Z1000. 4. Tank material of construction is HMW-HDPE. 5. Primary dimensions are in inches 6. Minimum tank wall thickness is 1/4". 7. Labeling will include: manufacturer name, liquid capacity, date, maximum burial depth, and model number. 8. Riser cover contains the following: 6" x 3" warning: "Danger - Do not enter - Poison Gas" - written in English, French & Spanish. 9. Maximum burial depth from manufacturer is 36" unless specifically instructed otherwise by the factory. 10. Models RMT-500, RMT-750, RMT-1000E, RMT-1060, RMT-1250 and RMT-1500 are all certified to NOTES CSA and IAPMO standards. DWG SCALE: 1:1 � ROhI GLOBAL PLASTICS PLOT SCALE: 1:2 R 0 TH M u I t i Ta n K O �One General Motors Drive � 1000 GALLON / MODEL RMT- 1000E �0 Syracuse N.Y. 13206 SHEET II Toll Free 866.943.7256 3 F 3 �M�p��q�� www.fralo.nei 4l29124, 10:1 S AM Real Property Listing Page R2dl EStat2 Sawyer County Property Listing PropertyStatus: Current Today's Date: 4/29/2024 Created On: 2/6/2007 7:55:52 AM � Description Updated: 6/20/2017 `� Ownership Updated: 8/25/2023 TaxID: 30965 CHELSEA REALESTATEINC OMAHA NE PIN: 57-028-2-42-07-22-5 OS-007-000060 Legacy PIN: 028742225706 Billing Address: Mailing Address: Map ID: J.6 CHELSEA REAL ES7ATE INC CHELSEA REAL ESTA7E INC Municipality: (028)TOWN OF SPIDER LAKE 1125 5 103RD ST STE 425 1125 5 103RD ST STE 425 STR: 522 T42N R07W OMAHA NE 68124 OMAHA NE 68124 Description: PRT GOVT LOT 7&PRT GOVT LOT 1 SEC 27 � Site Address * indi�ates Private Road Recorded Acres: 1J00 12947N BALSAM RD HAYWARD 54843 Calculated Acres: 1393 Lottery Claims: 0 l.� Property Assessment Updated: 10/2/2023 First Dollar: Yes Wa[erbody: Clear Lake Z024 Assessment Detail Zoning: (RRl) Residential/Recreational One Code Acres Land Imp. ESN: qp3 G1-RESIDENTIAL 1.700 300,600 372,000 2-Year Comparison 2023 2024 Change � Tax Districts Updated: 2/6/2007 Land: 300,600 300,600 0.0% 1 State of Wisconsin Improved: 372,000 372,000 0.0% 57 Sawyer County Total: 6R,600 6R,600 0.0% OZ8 Town of Spider Lake 572478 Hayward Community School District 001700 Technical College ��.+�property History N/A .� Recorded Documents Updated: 8/25/2023 WARRANTY DEED Date Recorded: 8/15/2023 445898 WARRANTY DEED Date Recurded: 8/12/2022 440735 WARRANTY DEED Date Recorded: 9/3/2013 387056 https://tas.sawyercountygov.orglsystem/frames.asp?uname=Eric+yyellauer 1I1