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022-1067-90-000
Wisconsin Department of Commerce PRIVATE SEWAGE SYSTEM county: St. Croix Safety and Building Division Sanitary Permit No: INSPECTION REPORT 569583 0 GENERAL INFORMATION (ATTACH TO PERMIT) State Plan ID No: Personal information you provide may be used for secondary purposes[Privacy Law,s.15.04(1)(m)]. Permit Holder's Name: City Village X Township Parcel Tax No: Fe ereisen, David &Alisa I Kinnickinnic, Town of 022-1067-90-000 CST BM Elev: Insp.BM Elev: BM Description: Section/Town/Range/Map No: 160 I GS� 24.28.18.376A TANK INFORMATION ELEVATION DATA TYPE MANUFACTURER CAPACITY STATION BS HI FS ELEV. Septic 'L dQ Benchmark Z. Dosing CO✓w g� aBMd.— (v7 3 97 iAert�iorr• �� �/� Bldg.Sewer qa0 r" �J Holding St/Ht Inlet I' TANK SETBACK INFORMATION St/Ht Outlet TANK TO P/L WELL BLDG. en Air Intake ROAD Dt Inlet p ` Septic 7 56 75a� z �ottvrrs /li 1. T7', y`� �7'` P Dosing t Header/Man. C.b c3 7 b 75a 756 21 3b Aeration Dist.Pipe 4.5 9 7 Holding Sot.System 5, 9(p •S PUMP/SIPHON INFORMATION Final Grade -3. 5 q Manufacturer Demand St Cover / ` Zo � GPM ,/- G .`J�'' Model Number Cl 49 Ljb --r. 5,� TDH Lift'O ` Friction Lose System Hea A)VT TD ,7.F# O ' �� y 'I` 76 Forcemain Length I Dia. i t Dist.to Well 7 / !� 306 2 SOIL ABSORPTION SYSTEM ) l 7 BEDITRENCH Width Length No.Of Trenches PIT DIMENSIONS No.Of Pits Inside Dia. Liquid tgg�h DIMENSIONS $ � -JJ SETBACK SYSTEM TO P/L BLDG WELL LAKE/STREAM LEACHING Manufacturer: �� INFORMATION CHAMBER OR Type Of System: / 7/_`/ UNIT Model Number: C Za �/ DISTRIBUTION SYSTEM (,)g S 4- Header/Manifold / �� Distribution \ x Hole Size x Hole Spacing jve�pAi r In e Length �/,S Dia z Length \ Dia ` Spacing \ \ v SOIL COVER x Pressure Systems Only xx Mound Or At-Grade Systems Only `- - Depth Over Depth Over xx Depth of xx SeededlS dded xx Mul h BedfTrench Center a5 Bed/Trench Edges ` Topsoil es ❑ No es ❑ No COMMENTS: (Include code discrepencies,persons present,etc.) Inspection#1: / / Inspection#2: Location: 1430 Oak Drive ver Falls,WI 54022(SE ;4 NW 1/4 24 T28N R18W) NA Lot 1 ab3e f ,� 1 Parcel No- 4.28.18.376A 1.)Alt BM Description �� 2.)Bldg sewer length= `� ice. y��-e - �"� �yQ. 'p L) -amount of cover GO Plan revision Required? Fe-1 Yes X No '7 1 (D 93 4/;j.5 Use other side for additional information. C� --- - __-J _-- Date Insepctor Sign Cert.No. SBD-6710(R.3/97) Y, �O!;C-¢„ A4.--.•Imo. J� 'y✓ o� c � Pg of Private On-Site Wastewater Treatment System (POWTS) PLOT PLAN FILE INFORMATION PROPERTY LOCATION Owne}r� �v,� 1/0, Section T N,R_ZLE or W PIN# O��C��ity, OVillage, ;3Town of MmCounty,WI Ar _ C - �d S 7, _'A Ceecep-twher? fia.W) ° 1 ° 1 i � 1 � 1 i w (�11j (pic, �'o/v0 / >j Ll LAD r watt 300 0 6D - pa 1ao� r1 *"k- ��'� � c�' o��� �7�U C� ►l V fi County A � �`a Safety and Buildings Division o ro 201 W.Washington Ave., P.O. Box 7162 Sanitary Permit Number(to be filled in by Co.) Iii Q�n Madison,Wi � 7162 MEN _ Permit App 1 1011 State Transaction Number In accordance witIlIGA 6.21(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 eject Address(if different than ailing address) the Department of Safety and Professional Servies. Personal information you provide may be used for secondary 43 b CA-Jr. 8 e1 J e- _pRaM32oses in accordance with the Privac y Law,s. 15.04 I m Slats. 54lw le I. A p.lication Information-Please Print All Informatio Property Owner's Name / Parcel# • �' _ .�_ Property Owner's Mailing Address Property Location / 3-I /) Govt.Lot C a (O�J' City,State Zip Code Phone Number �%.,!IL)y., Section ,ry tBlok / ,r^J circle one/ _/ T N; R �II.Type of Building(check all that apply) Subdivision Name 1 or 2 Family Dwelling-Number of Bedrooms �Q�G �Z3 ( � ❑Public/Commercial-Describe Use ❑ City of CSM Number f ❑ Village of ❑State Owned-Describe Use ads �Town of� �(�J'�/.�- 3 P 3%-57 , III.Type of Permit: (Check only dne box on line A. Complete line B if applicable A. ❑ New System Replacement System ❑ Treatment/Holding Tank Replacement Only ❑ Other Modification to Existing System(explain) List Previous Permit Number and Date Issued B. ❑ Permit Renewal ❑ Permit Revision ❑ Change of Plumber ED]Permit Transfer to New �� l�/G I Before Expiration Owner I III IV.T e of POWTS S stem/Com onent/Device: Check all that apply KNon-Pressurized In-Ground C1 Pressurized In-Ground ❑ At-Grade ❑ Mound? i;t; e- CONVENTIONAL COMPONENT DESIGN Residential Application INDEX AND TITLE PAGE Project Name: ��,Q61 er as eA Owner's Name: n Owner's Address: �� �L���TI !d ' 5t U`er )enks Legal Description: .'5 L5� lr 44 -72k-1' 46 Illy) Township: N 10ii n, n( C1 County: ��( Subdivision Name: Lot Number. Parcel ID Number: �� �626 -7791)—0 Page 1 Index and title Page 2 Plot Plan Page 3 System Sizing&Cross-Section \ Page 4 Filter Specs Illy, CX1j_t 6 Page 5 Maintenance Information Page 6 Management Plan Page 7 St.Croix Cty Septic Tank Maintenance Form Page 8 Warranty Deed Page 9 CSM or Plat Attachments: Soil Test& House Plans -Pe Coos i SeCht"Vg �r p Designer/Plumber. J) #ef/!T/ License Number: ' Date: �� c�°�/� Phone Number / X40 Signature IV,1_1ual Designed pursuant to the In-Ground Soil Absorption Component Manual for POWTS Version 2.0 SBD-10705-P(N.01/01). Page 1 i Pg of Private On-Site Wastewater Treatment System (POWTS) PLOT PLAN FILE INFORMATION PROPERTY L.00ATION Owner '/a, '/d, Section , T& __N,R_ZfE or W PIN# O ity, OVillage, PTown of County,WI 9'- -00 N 104- Co('t7W Pte+- T joi roa6 a 6,9ceptAfre I ' ; � I � I r ' I I 6-M JMOO (f VC, r 110/0�) gyp. � r i 6D f�a� )A001-75'o *"k. a od SOIL ABSORPTION SYSTEM DETAIL/GRAVELLESS LEACHING UNIT Paga3—of-,Y,) Project Name: �Q✓I /�x No. of Cells p Per Cell ft Cell Width Total No of ft Cell Length —sq ft EISA Per Cell ? _ft Cell Spacing sq ft Total EISA Manufacturer Model Laying Length EISA Rating Infiltratorr EZ1203H-5ft 5.0' 25.0 EZ1203H-10ft 10.0' 50.0 Gravelless Leaching Unit Manufacturer: ��/ ®Ly.� '117 f-! 4 Gravelless Leaching Unit Model: 9Z Typical Cross Section Finished Grade/ ",--/ft Observation Pipe with approved cap or vent ■:• :.:< :>:.:: :<:.::::>: Soil Backfill in .:;.:;.;:.;: ;:;:;:;•::•;>:;:;.;:•:;•:;•;;: ::. Geotextile Fabric ft Infiltrative Surface 12 in it // �ft Limiting Factor in Slotted and Anchored Vent/ EDLO Observation Pipe with Cap Plumber/Designer Signature: License#: / �0✓ Date: Page 8 ot� During power outages pump tanks may fill above normal highwater levels.- When power is restored the excess wastewater will be discharged to the dispersal cell(s) in one large dose, overloading the cell(s)and may result in the backup or surface discharge of effluent. To avoid this situation have the contents of the pump tank removed by a Septage Servicing Operator prior to restoring power to the effluent pump or contact a Plumber or POWTS Maintainer to assist in manually operating the pump controls to restore normal levels within the pump tank. Do not drive or park vehicles over tanks and dispersal cells. Do not drive or park over, or otherwise disturb or compact, the area within 15 feet down slope of any mound or at-grade soil absorption area. Reduction or elimination of the following from the wastewater stream may improve the performance and prolong the life of the POWTS: antibiotics; baby wipes; cigarette butts; condoms; cotton swabs; degreasers; dental floss; diapers; disinfectants; fat; foundation drain (sump pump) water; fruit and vegetable peelings; gasoline; grease; herbicides; meat scraps; medications; oil; painting products; pesticides; sanitary napkins; tampons; and water softener brine. ABANDONEMENT: When the POWTS fails and/or is permanently taken out of service the following steps shall be taken to insure that the system is properly and safely abandoned in compliance with ch. Comm 83.33, Wisconsin Administrative Code: •' All piping to tanks and pits shall be disconnected and the abandoned pipe openings sealed. • The contents of all tanks and pits shall be removed and properly disposed of by a Septage Servicing Operator. • After pumping, all tanks and pits shall be excavated and removed or their covers removed and the void space filled with soil, gravel or another inert solid material. CONTINGENCY PLAN: If the POWTS fails and cannot be repaired the following measures have been, or must be taken, to provide a code compliant replacement system: ( A suitable replacement area has been evaluated and may be utilized for the location of a replacement soil absorption system. The replacement area should be protected from disturbance and compaction and should not be infringed upon by required setbacks from existing and proposed structure, lot lines and wells. Failure to protect the replacement area will result in the need for a new soil and site evaluation to establish a suitable replacement area. Replacement systems must comply with the rules in effect at that time. • A suitable replacement area is not available due to setback and/or soil limitations. Barring advances in POWTS technology a holding tank may be installed as a last resort to replace the failed POWTS. • The site has not been evaluated to identify a suitable replacement area. Upon failure of the POWTS a soil and site evaluation must be performed to locate a suitable replacement area. If no replacement area is available a holding tank may be installed as a last resort to replace the failed POWTS. • Mound and at-grade soil absorption systems may be reconstructed in place following removal of the biomat at the infiltrative surface. Reconstructions of such systems must comply with the rules in effect at that time. < <WARNING>> SEPTIC, PUMP AND OTHER TREATMENT TANKS MAY CONTAIN LETHAL GASSES AND/OR INSUFFICIENT OXYGEN. DO NOT ENTER A SEPTIC, PUMP OR OTHER TREATMENT TANK UNDER ANY CIRCUMSTANCES. DEATH MAY RESULT. RESCUE OF A PERSON FROM THE INTERIOR OF A TANK MAY BE DIFFICULT OR IMPOSSIBLE. ADDITIONAL COMMENTS: POWTS INSTALLER POWTS MAINTAINER Name Dennis Hewitt Name Phone 715-821-4682 715-3 Phone . SEPTAGE SERVICING OPERATOR (PUMPER) LOCAL REGULATORY AUTHORITY Name Agency Crak Phone Phone This document was drafted by the staffs of the Green Lake, Marquette and Waushara County Zoning and Sanitation agencies. This document meets the minimum requirements of ch. Comm 83.22(2)(b)(1)(d)&(f) and 83.540), (2) & (3), Wisconsin Administrative Code. Use of this document does not POWTS OWNER'S MANUAL & MANAGEMENT PLAN Page•of FILE INFORMATION. . SYSTEM SPECIFICATIONS Owner Septic Tank Capacity gal ❑ NA Permit # Septic Tank Manufacturer ❑ NA DESIGN PARAMETERS Effluent Filter Manufacturer ❑ NA Number of Bedrooms ❑NA Effluent Filter Model ❑ NA Number of Public Facility Units 14 NA Pump Tank Capacity al ❑ NA Estimated flow (average) '7` al/day Pump Tank Manufacturer ❑ NA Design flow(peak), (Estimated x 1.5) al/day , Pump Manufacturer --obW14C ❑ NA Soil Application Rate al/da /ftz Pump Model ❑ NA Standard Influent/Effluent Quality Monthly average* Pretreatment Unit kn NA Fats, Oil & Grease (FOG) 530 mg/L ❑ Sand/Gravel Filter ❑ Peat Filter Biochemical Oxygen Demand (BODr,) 5220 mg/L ❑ NA ❑ Mechanical Aeration ❑ Wetland Total Suspended Solids (TSS) 5150 mg/L ❑ Disinfection ❑ Other: Pretreated Effluent Quality Monthly average Dispersal Cell(s) ❑ NA Biochemical Oxygen Demand '(BODS) 530 mg/L in-Ground (gravity) ❑ In-Ground (pressurized) Total Suspended Solids (TSS) 530 mg/L Jill NA ❑At-Grade ❑ Mound Fecal Coliform (geometric mean) 510°cfu/100ml ❑ Drip-Line ❑ Other: Maximum Effluent Particle Size Y. in dia. ❑ NA Other: NA Other: ❑ NA Other: 0 NA Other: J *Values typical for domestic wastewater and septic tank effluent. MAINTENANCE MAINTENANCE SCHEDULE Service Event Service Frequency ❑ month(s) (Maximum 3 years) ❑ NA Inspect condition of tank(s) At least once every: 12 ;W year(s) Pump out contents of tank(s) When combined sludge and scum equals one-third (Y3) of tank volume ❑ NA ❑ month(s) (Maximum 3 years) ❑ NA At least once Inspect dispersal cell(s) every: .3 J54 year(s) At least once every: ❑ month(s) ❑ NA Clean effluent filter P[year(s) Inspect pump, pump controls & alarm At least once every: ❑ month(s) ❑ NA p year(s) ' ❑ month(s) JKNA Flush laterals and pressure test At least once every: ❑year(s) Other: ❑ month(s) WNA At least once every: ❑ yearfs) Other: NA MAINTENANCE INSTRUCTIONS Inspections of tanks and dispersal cells shall be made by an individual carrying one of the following licenses or certifications: Master Plumber; Master Plumber Restricted Sewer; POWTS Inspector; POWTS Maintainer; Septage Servicing Operator. Tank inspections must include a visual inspection of the tank(s) to identify any missing or broken hardware, identify any cracks or leaks, measure the volume of combined sludge and scum and to check for any back up or ponding of effluent on the ground surface. The dispersal cell(s) shall,be visually inspected to check the effluent levels in the observation pipes and to check for any ponding of effluent on the ground surface. The ponding of effluent on the ground surface may indicate a failing condition and requires the immediate notification of the local regulatory authority. When the combined accumulation of sludge and scum in any tank equals one-third (Y3) or more of the tank volume, the entire contents of the tank shall be removed by a Septage Servicing Operator and disposed of in accordance with chapter NR 113, Wisconsin Administrative Code. All other services, including but not limited to the servicing of effluent filters, mechanical or pressurized components,pretreatment units, and any servicing at intervals of :512 months, shall be performed by a certified POWTS Maintainer. A service report shall be provided to the local regulatory authority within 10 days of completion of any service event. Pale )uring power outages pump tanks may fill above normal highwater levels. When power is restored the excess wastewater will ie discharged to the dispersal cell(s) in one large dose, overloading the cell(s) and may result in the backup or surface discharge if effluent. To avoid this situation have the contents of the pump tank removed by a Septage Servicing Operator prior to estoring power to the effluent pump or contact a Plumber or POWTS Maintainer to.assist in manually operating the pump :ontrols to restore normal levels within the pump:tank. )o not drive or park vehicles over tanks and dispersal cells. Do not drive or park over, or otherwise disturb or compact, the area rithin 15 feet down slope of any mound or at-grade soil absorption area. reduction or elimination of the following from the wastewater stream may improve the performance and prolong the life if the POWTS: antibiotics; baby wipes; cigarette butts; condoms; cotton swabs; degreasers; dental floss; diapers; lisinfectants; fat; foundation drain (sump pump) water; fruit and vegetable peelings; gasoline; grease; herbicides; meat .craps; medications; oil; painting products; pesticides; sanitary napkins; tampons; and water softener brine. ►BANDONEMENT: When the POWTS fails and/or is permanently taken out of service the following steps shall be taken to isure that the system is properly and safely abandoned. in compliance with ch. Comm 83.33, Wisconsin Administrative :ode: •' All piping to tanks and pits shall be disconnected and the abandoned pipe openings sealed. • The contents of all tanks and pits shall be removed and properly disposed of by a Septage Servicing Operator. • After pumping, all tanks and pits shall be excavated and removed or their covers removed and the void space filled with soil, gravel or another inert solid material. :ONTINGENCY PLAN: If the POWTS fails and cannot be repaired the following measures have been, or must be taken, o provide a code compliant replacement system: OKA suitable replacement area has been evaluated and may be utilized for the location of.a replacement soil absorption system. The replacement area should be protected from disturbance and compaction and should not be infringed upon by required setbacks from existing and proposed structure, lot lines and wells. Failure to protect the replacement area will result in the need for a new soil and site evaluation to establish a suitable replacement area. Replacement systems must comply with the rules in effect at that time. 0 A suitable replacement area is not available due to setback and/or soil limitations. Barring advances in POWTS technology a holding tank may be installed as a last resort to replace the failed POWTS. 0 The site has not been evaluated to identify a suitable replacement area. Upon failure of the POWTS a soil and site evaluation must be performed to locate a suitable replacement area. If no replacement area is available a holding tank may be installed as a last resort to replace the failed POWTS. Mound and at-grade soil absorption systems may be reconstructed in place following removal of the biomat at the infiltrative surface. Reconstructions of such systems must comply with the rules in effect at that time. <WARNING>> SEPTIC, PUMP AND OTHER TREATMENT TANKS MAY CONTAIN LETHAL GASSES AND/OR INSUFFICIENT OXYGEN. DO NOT ENTER A SEPTIC, PUMP OR OTHER TREATMENT TANK UNDER ANY A TANK MAY BED IRCU M OR CES.DEATH MAY RESULT. RESCUE OF A PERSON FROM THE INTERIOR OF DDITIONAL COMMENTS: ` OWTS INSTALLER POWTS MAINTAINER Name Dennis Hewitt Name Phone 715-821-4682 715-386-8668 Phone EPTAGE SERVICING OPERATOR (PUMPER) LOCAL REGULATORY AUTHORITY Name Agency C Phone Phone This document was drafted by the staffs of the Green Lake, Marquette and Waushara County Zoning and Sanitation agencies. This document meets the minimum requirements of ch. Comm 83.22(2)(b)(1)(d)&(f) and 83.54(1), (2).& (3), Wisconsin Administrative Code. Use of this document does not ®p %d ST. CROIX COUNTY ZONING OFFICE CERTIFICATION STATEMENT FOR UTILIZATION OF AN EXISTING SEPTIC TANK This is to certify that I have inspected the septic tank presently serving the residence located at: i/4, ill/4, Section , Town N, Range / W Town of ;��,�C � � >�, , St. Croix County Wisconsin. Upon inspection, I certify that I have found the tank(s), to the best of my knowledge, will conform to the requirements of Comm. 84.25, and it (they) appear(s) to be functioning properly. Most recent date of service AS r 1 V 617. / Did flow back occur from absorption system? Yes Nom_ (if no, skip next line.) Approximate volume or length of time: gallons minutes Capacity: Construction: Prefab Concrete Steel Other Manufacturer (if known): ah P"Ser Age of Tank (if known): V,41Z (Licensed lumber Signature) (Print Name) Aylp fi—S 6�WI41 (Title) (License Number) MP/MPRS (Date) Form to be completed by licensed plumber (s. 145.06, Wisconsin Statutes) or licensed disposer (NR 113 Wisconsin Administrative Code) 44jQ t- o A l6 -7gQ,�a�z l\ 6 9 P 7 1 STATE BAR OF WISCONSIN FORM I-2000 KATHLEEN H. WALSH WARRANTY DEED REGISTER OF DEEDS Document Number ST. CROIK GO., WI This Deed,made between Richard S. Parnell and Angela RECEIVED FOR RECORD J. Parnell husband and wife 11/17/2004 11:20A1! Grantor, WARRANTY DEED and David S Feyereisen and Alisa L. Fevereisen, EXEMPT # husband and wife as survivorship marital property REC FEE: 11.00 Grantee. TRANS FEE: 1026.00 COPY FEE: Grantor,for a valuable consideration,conveys to Grantee the following CC FEE: described real estate in St. Croix County,State of PAGES: 1 Wisconsin(the"Property")(if more space is needed,please attach addendum): Lot 1 of Certified Survey Map recorded in Volume 14 on page 3857 as Document No. 623600 being a part of the Southeast Quarter of the Northwest Quarter (SE14 Recording Area of NW 4) , Section 24, Township 28 North, Range 18 Name and Return Address West, Town of Kinnickinnic Title One Premier Group 706 19th Street South Hudson, Wisconsin 54016 022-1067-90-000 Parcel Identification Number(PIN) Together with all appurtenant rights,title and interests. This is homestead property. (is) (is not) Grantor warrants that the title to the Property is good, indefeasible in fee simple and free and clear of encumbrances except Roadways, Easements, and Restrictions of Record. Dated Is /� ' day of ilti'Y) , *Richard S. Parnell *Angela J. Pa ll * AUTHENTICATION ACKNOWLEDGMENT STATE OF WISCONSIN ) Signature(s) ) ss. St. Croix County. ) authenticated this day of Personally came before me this 15W day of ' p ,e- , CO 24 the above named Richard S Parnell and * Anaela J Parnell TITLE:MEMBER STATE BAR OF WISCONSIN (If not, to me known to be the person s who executed authorized by§706.06,Wis. Stats.) ��Ga ROG th foregoing instrument and acknowledged the same. THIS INSTRUMENT WAS DRAFTE S NOTARY Michael H. Forecki Attorne _ _ Notary Public,State of Wisconsin Eau Claire Wisconsin * My Commission Ls Dermanent.(If not,state expiration date: (Si natures rna y be authenticated or acknowledged.Both' e t ecess = Lames of persons signing in any capacity must be typed orE�t, t ure• ARRANTY DEED T�.�A F WISCONSIN FORM No.1-2000 oicy Michael H Forecki 3452 Oakwood Hills Pkwy Ste 1, Eau Claire 54701-7928 Phone:(715)835-3029 Fax: (715)835-4112 Michael H.Forecki T5832553.ZFX Produced with ZipForm-by RE ForrnsNet,LLC 28025 Fifteen Mite Road,Clinton Township,Michigan 48035,(800)383-9805 TJ� t) s . N v �� 0� FILED 2 6 Nll ' 2 4 2000 ► KATHLEEN H.V.ALSH `3 ¢ Sewster of Deeds SL CraixCQ.Vw' sz:s�+llo L � r CERT 1 F 1 ED SURVEY MAP BEING THE SE 1 i4 OF THE NW 1.-,4 OF SECTION 24, T.28N. , R. 18W. . TOWN OF KINNICKINNIC, ST. CROIX COUNTY, WISCONSIN PREPARED FOR: NORTH QUARTER CORNER-____I TERRY GALLENTINE SECTION 24 - FOUND r" FOUND I" IRON PIPE I" IRON PIPE p—r N54-4Z'49-E. 0.32' °w FROM CALCULATED O POSITION.(LARGE FALLS 4' S. AND 12' .UNPLATTED LANDS w row BOULDER OBSTRUCTS W OF OLD FENCE POST NORTH LINE OF THE SE-NW w0 ai CORNER POSITION). 24'E 1325. 18' NW COR. SE-NW �— NE COR. SEPTIC SE-NW WELL-F HOUSE O LOT 2 / Z a 28.22 ACRES m p I,229,285 S0.F7. cn 2T.99 AC. EXC. R,eW 2 y W 11219,344 SO.FT r- O N m 440. 00' .01 r*y q :rri CD y _ r2 N V1 — ° 'C7 Vf r. W !0 00 W T �QQp-1 0p1 ro °—' r O S89°58' 191E 495.00' r- :CZ7 S A cn o LOT I o N f o a, . :y -0 �! 6. 60 ACRES -r -I I ° LOT 3 ° 4' rm m A 287,338 SO.FT. rn �+ rn 6.35 AC. EXC. RiW I ^? �, 5.00 ACRES r, FALLS !I' W. O A,1 276,560 SO.FT. SEPTIC w 1► 2 1 7,789 SQ.FT.N-S FENCE ch �� 4. 70 AC. EXC. R/W' BUILDING :''' SHEao 204, 702 SO.FT.o_....... _..,SW CDR '_ . ... a......... cn L!NE .4.. SE-NW i S89°53'54"W $ S ACKS o m 1325.79' S89°58' /9 _439.99'—w 3 390 63 0.01 $ o — 495. 00— —N89°58' 19"W 1;25. 83' SE COR. g 5303.97' SE-NW rn WEST QUARTER CORNER EAST/NEST QUARTER LINE v� e SECTION 24 — SET UNPL,4 TTED LANDS ro "' PK NAIL FROM TIES SOUTH QUARTER CORNER ROVED SECTION 24 - FOUND bROIX COUNTY ALUMINUM CAP Plannlry.9 cnino and Iyrks C.crnmlttrr, MAY 2 4 2000 LEGEND If not recorded within 30 o",w O - SET I"X24" IRON PIPE WEIGHING *PPrOval data aPPv*vaI ahaH be 1. 13 LBS. PER LINEAR FOOT GONS�ti JAMES M. VVEBER slAO/ BEARINGS REFERENCED TO THE EAST.-'WEST SPRING W 4".. QUARTER LINE, SECTION 24. MEASURED AS VA OQ SYSTEM)19"E. (ST. CRO I X COUNTY COORD. O SURv 1"-300' Iln11 1l JAMES M.O 150 300 600 SHEET I OF 2 NELSEN-WEBERELANDISURVEYING 2000025A THIS INSTRUMENT DRAFTED BY JIM WEBER DATED Vol.14 Page 3857 Qagcirr PUMPS SMICE SECTION: 2.20.035 ` FMO973 Product information presented here 0� reflects conditions at time of Supersedes publication.Consult factory regarding fJgAAF e 1090 discrepancies or inconsistencies. MAIL TO. P.O.BOX 16347•Louisville,KY 40256-0347 SHIP TO. 3280 Old Millers Lane•Louisville,KY 40216 (502)778-2731 • 1(800)928-PUMP•FAX(502)774-3624 I COMPARE THESE FEATURES "98" Cast iron Series • Non-clogging vortex impeller design • Durable cast construction. Cast switch case, 6 G ® MATE" motor and pump housing,base and impeller. No sheet metal parts to rust or corrode. FOR SEPTIC TANK SYSTEMS • Stainless steel screws,float rod, guard, EFFLUENT handle and arm and seal assembly. • Float operated submersible (NEMA 6) OR DEWATERING PUMP 2 pole mechanical switch. SUBMERSIBLE • Oil filled motor--hermetically sealed. 11/2" NPT DISCHARGE • Permanent split capacitor motor • Entire unit pressure tested after assembly. • Automatic reset thermal overload protection. • Carbon and ceramic shaft seal. - • Water tight neoprene"0" ring between motor and pump housing. • Maximum temperature for effluent or l dewatering 130° F. -54°C. • 60 cycles, 1725 RPM. °t • Passes 1/2 inch solids (sphere). • No screens to clog. • Standard cord length 15' (UL listed). • 11/2" NPT Discharge. • On point-91/2" • Off point-21/2" • Major width- 10". '' • Height- 12" SIMPLEX AND DUPLEX SYSTEMS AVAILABLE PACKAGED SYSTEMS AVAILABLE AMW saw �� NrNt� Sump i Sewage Pump Mfg.Assoc. ZA9,w SSPMA Specification AhEW Number MODELS AVAILABLE 98 Series SC-2225 MAIL TO: P.O.BOX 16347•Louisville,KY 40250347 SHIP TO: 3280 Old Millers Lane•Louisville,KY 40216 • Automatic or Non-Automatic (502)778-2731 • 1(800)928-PUMP•FAX(502)774-3624 • 1/2 H.P., 1 Ph., 115V or 230V • Available with Piggyback Manufacturers of. . . Mercury Float Switch. 0® `Q7V&lr.-PUMPS SNCE/�9, 9 " fa6e ) 6 oW COMBINATION SEPTIC TANK/PUMP CHAMBER (No Scale) 4" C, vent Pipe ..itn , Approved Locking Manhole Cover Approd►tii4�Cap, 15' With Warning Label Attached From n Approved _ Weath roof Weatherproof Junction Box Vent Cap -� ' 12" �tinim,.m Min Grade ; 4" Minimum t Quick 18" Minimum Disconnect i ► 1/4" keep ' Hole Baffle ' r rAl Approved Joint N/C.I. Pipe I A Extending 3' Filter Onto Solid Soil Polylok 525 On B Approved Joi r. or PVC l w/C.I. Pipe C Extending' 3' /��, Onto Solid Sc PUMP'OFF ELEV. Off �' or PVC 0 Conc. Blcck 3" of Beddinq Under Tank—/ Lateral Volume ,ff' Cal Min. Dose. (5 X Lat. Vol.) Cal. Max. Dose (20% of DWF) 11b4L Cal. Note: Pump and Alarm Are On Separate Circuits Flowbacklr /11y,/( j Cal. Max. Dose W/Flowback Cal. Tank Manufacturer: WIESER CONCRETE PRODUCTS Tank Size-Septic/Pu mp: 'Gallons Alarm Manufacturer: S: J. ELECTRO Model Number: 101 HIGH WATER Capacities: A inches or � Gallons Pump Manufacturer: + B 2 inches or Gallons Model Number: t C inches or Gallons Minimum Discharge ate. Zo + D inches or Gallons Total ... ..= inches or Gallons Vertical Difference Between Pump Off and Distribution Pipe: Feet Minimum Required Supply Pressure:... .... .. ............ ....+� Feet 3 ae:)Feet of Force Main x 6. 17-Friction Factor/100 Feet: +=Teet 2 Inch Diameter Force Ma f d 7XP Total Dynamic Head:. . .= eet Internal Tank Dimensions: Gal./Inch 16a/ Liquid Depth PUMP PERFORMANCE CURVE EFFLUENT MODELS PASSING CAPACITY ■■■n■ni SOLID \■■0001°��■�°°°°0 limmi ■Linn■■■ B0 104■■Li■■■ ®■�°ee°era°°eeO°°°°e°°° oil \■\11001 °x °■ �° °■°r° ° 'e '" � \\\\\\�►�■nnn■nn■■ \\\011\\Linn■0000 � � ■ � ®Li\■11k"14Li\0000■■■ m�a�■®0®aaaammm°mom \il\\►\0000000 0®0®mmaamm°o0mo° m0omm®aa■amm�a®®om 0\\111■\\ 00000 • \\\\1��100►\000■■ 0�o®®m0��m®��m \II\�■0�\10000 ve®0m�®®0mmw®o ,�0\0�1►11\00\00■■0 ,ease®0o■�®m®maam0m 1� \ 1\11■ aa°a00°e0°0°®�a0m J\0\1 \■■\► 000 °o°a°a°ea°m°a■0m°°°�°°® 02 RU\!0��00\000 °aa°aevi°s°a°aee°a°a°e°vo0 ■■OLiIIF\\■0■■\000 aaaaeaaaaaaaes00 gs§g `II �i\\0000\�■� '�'°" ���. D►.�. N .\\\000\ Model 185/4185 should not be subjected to 0►�\I��i\\'.\\000►■ �r►►����1►\►�\0000\ °h 00�i��000■000000 explosion proof pump,see FM0219.• MEN SEWAGEAl DEWATERING mill MMIMIMIMMMMI ®v®woes ® ®m©®0000®o ©mo®®v0v�®moo®o ' A�ssas0o0v0vo®v0��0©�v�©0o ■�n■■■vim°ss°s°s°ss°ss°s°s°s°sass®moo®��®p°° o�ssassssssssssassv®v�0°�° s�■■■n°©, ®°s°s°s°s°s°ss°s°s°ss°s°asses°sssovo°m .■',■■■■v®°sasass°s°sss°asss°s°s°ss°ssss � I■,'■■■■■■■�0 Model 29314293 should not be subjected to less than 15 feet TDH. ■■■■■■nr�■■■■■■■■�a■■■ o .. is i Property Owner 1° Parcel ID# M,2—M6 7—02-900 Page CA Of ® Boring# Boring pit Ground surface elev. ft. Depth to limiting factor ` in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure onsistence, Boundary Roots GPD/ft 7 in. Munsell Qu.Sz. Cont.Color Gr.Sz.Sh. ` ff#1 02 Ad JIMP-5114 - 7 M rcr - ❑ Boring# Boring Pit Ground surface elev. ft. Depth to limiting factor in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure onsistence Boundary Roots GPD/ft 7 in. Munsell Qu.Sz. Cont.Color Gr.Sz.Sh. ff#1 fW2 Boring# ®Boring Ground surface elev. ft. Depth to limiting factor in. El Pit Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure onsistence Boundary Roots GPD/ft i in. Munsell Qu.Sz. Cont.Color Gr.Sz.Sh. ff#1 102 t •Effluent#1=BOD 5>30<220 mg/L and TSS>30 <150 mg/L 'Effluent#2=BOD 5<30 mg/-and TSS <30 mg/L The Dept.of Safety and Professional Services is an equal opportunity service provider and employer. If you need assistance to access services or need material in an alternate format,contact the department at 608-266-3151 or TTY through Relay. OD-8330Test(R11111) _ 17 i JUNG`; " PA Wis.Dept.of Safety and PrQQf�e 'R9k SOIL E REPORT Page of Division of Safety and Bui f g ;,pMMh ITY DEV in accordance with SPS 385,Wis. Adm. Code S e Attach complete site plan on paper not less than 8 1/2 x 11 inches in size.Plan must County include,but not limited to:vertical and horizontal reference point(BM),direction and Parcel LD. percent slope,scale or dimensions,north arrow,and location and distance.to nearest road. Please print all information. Z by Data-;tD I Personal information you provide may be used for secondary purposes(Privacy Law,s.15.04(1)(m)). Property Owner Property Location iL CL /S r Govt.Lots 1/4y&)/4 T T/r N R�,f E(or)❑ Property Owner's Mailing Address Lot# Block# Subd.Name Of CSM# 3 c k rl CV State I Zip Code Phone Number ity ®Village own Nearest Road ( / /�i r ® New Construction Use&3 Residential/Number of bedrooms Code derived design flow rate GPD 'Replacement ® Public or commercial-Describe: Parent material "' Flood Plain elevation if applicable ft. General comments and recommendations: ce-ceMoG'/7 t[ cS°/14G1CfJ /h r e)61� �j �0���j p°h eo Boring# ® Boring ^ 4 Z ® pit Ground surface elev. C� r ft. Depth to limiting factor in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ft : in. Munsell Qu.Sz. Cont.Color Gr.Sz.Sh. " 01 ff#2 / -/ � / v / ciaj - /.d IIS- Boring# ❑ Boring ❑ Pit Ground surface elev. �/m ft. Depth to limiting factor in. . Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure onsistence Boundary Roots GPD/ft z in. Munsell Qu.Si. Cont.Color Gr.Sz.Sh. ff#1 02 j — 0,4 0 -/ `Effluent#1 =BOD >30:5 220 mg/L and TSS>30 <150 mg/L *Efflqent# =BOD <30 mg/L and TSS <30 mg/L CST Name(Please Print) Signatur CST Number za" Address Date Evaluation 9onducted Telephone Number Al SBD-8330(Rl 1/11) Property Owner � � � n Parcel ID#U��f�" ���� Page of Boring# Boring Pit Ground surface elev._1�,j7—�• Depth to limiting factor i^• Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure onsistence, Boundary Roots = ff#1 GPD/ft2 in. Munsell Qu.Sz. Cont.Dolor Gr.Sz.Sh. / 3/ - ., s - a Boring# Boring g• Depth to limiting factor in. Soil Application Rate Pit Ground surface elev. Horizon Depth Dominant Color Redox Description Texture Gr.StSz.ure onsistence Boundary Roots = ff#1 GPD/fl 2 in. Munsell au.Sz. Cont.Color Boring in. Boring# Depth to limiting factor Soil Application Rate ®Pit Ground surface•elev. ft. p Horizon Depth Dominant Color Redox Descnption Texture GrtSz.Sh, onsistence oundary Roots = ff#1 GPD ff#2 in. Munsell Qu.Sz. Cont.Color 1 I >30<220 mg/L and TSS 30 _150 mg/L 'Effluent#2='BOD s<30 mg/L and TSS <30 mg/L Effluent#1=BOD 5 _ 9 > < g The Dept.of Safety and Professional Services is an equal opportunity service provider and employer. If you need assistance to access services or need material in an alternate format,contact the department at 608-266-3151 or TTY through Relay. M-8330Test(RI 1/11) � PLOT PLAN Owl NE �L �lS/Y, /Pi/L'�PI�C� SCALE 1"= -VFT. BORING ELEVATIONS BENCHMARK ELEVATIONS B-1 BM #1 DESCRIPTION OF #1 3 /CL B-2 � BM #2 - DESCRIPTION OF #2 B-3 B-4 LEGEND--- Ak = BM (BENCHMARK) B-5 O SOIL BORINGS ®= WELL NORTH NOTES: 104 - - - - - - -XfA _P/Z. --- Coro&- .pus-�- I 0 (Zr g& W jyrocX V t el 7 `d, I 18m 06,o qD tp c#D 1 1 I � i (kp . gar � 70 be os-ed joo' -f o Ook P av�, 06A,2.- IV471 1710 221483 715-647-4682 CSTMO SIGNATURE CSTMO# CREDINTIAL# TELEPHONE # DATE v o0 m h aD N C3 c N it h o a ~ ~ I o I N N o I v ~ II r aNi V a z c li c O 3 I 3 ~ I v y z $ z m d N a m N I- (n C L7 f° I O Z c T (D Z v c N H O1 n a~ c m N p (V C 1~ o O p C • N IL N O O z s z O O N N zzo LO E M H N m y 0 pI d O d N d 1 w O O 4 N O C O d ~I O Z j H FN- E N _ UL Z ►i O O O •N m a a a a u_ 9 N •a ~ i ~ v ~i O O N a~'i to ~ U ~ o0 00 O N N Q ~ o p ~ ~ N M - Z O 0 0 0 0 0 0 Q LO ^ N N (`1 N N Y 0 0 O O ('7 0 c a m CO U) LD M N O O Q A U) m ~i O " 0) ` p o c O O U) C a) :3 CD -V CD Cl) LO ci O a o 0 0 0 0 0 cc) i. n Cl u, m m a~i v rn 7 M C) N tH O Y = GO C 2 6 C C) op .2 N N C C_ N nLf) C7 O M 0.4 C~ C-4 00 • O N Y d co 0 Z 'n z 0 (D U, Y 2 (n LM ` a • a d ;2 d ~1 A c°)a2 ''i0 (j)0 r, Wisconsin Department of Commerce Safety and Buildings Division PRIVATE SEWAGE SYSTEM count INSPECTION REPORT GENERAL INFORMATION (ATTACH TO PERMIT) Sanita Personal information you provice may be used for secondary purposes [Privacy Law,X.15.04 (1)(m)). FIRwrAtMOR"ord E01 City C] V lmCg t mire: Own hl State Plan ID No.: 1~a v 2G U c..h t-1k CST BM Elev.; Insp. BM Elev.: BM Description: Parcel r ' LSO •`J CIO 14 Dtg TANK INFORMATION ELEVATION DATA 2 R< 9,,_376 TYPE MANUFACTURER CAPACITY STATION BS HI FS ELEV. Septic ~ r- K kxQ. Z 8f) B c rk x • 9 8 Imo, yB I=. Dosing l 2-01;t I cso • a l Aeration Bldg. Sewer (AA) (6- M J ID .'4 1- i Holding St/ Ht Inlet h I PT TANK SE K INFORM St/ Ht Outlet Verit ir Ito ntake ROAD Dt Inlet TANK TO P / L WELL BLDG. A Air Septic >30 -+0 21NA Dt Bottom ( 33 A Dosing kt NA Header / Man. `f •`IZ 9 g, o(,' c~ .9 LP Aeration NA Dist. Pipe 1 r' o i Holding Bot. System - ~Qyp (O' q(o -Sg PUMP/ SIPHON INFORMATION '3,1 a 99 -TV Manufacturer ygr5 Demand 44- CA),,-, Model Number I t _40 tk~, GPM TDH Lift Friction$ V System TDH Z..o Ft Length 2 t Dia. Z I~ Dist. To Well Forcemain 1 90 SOIL ABSORPTION SYSTEM p C",-,_Cy,,-5 BED/TRENCH id h Length I N OJT enches PIT No. Of Pits Inside Dia. Liquid Depth DIMENSIONS (oZ•Sp 3 DIMENSION SYSTEM TO P / L BLDG WELL LAKE/STREAM LEACHING Manu ur r: SETBACK CHAMBER T.-t- - INFORMATION Type O Moe Numb r: System: mv• OR UNIT t~ cowid-t-4 DISTRIBUTION SYSTEM Header /Manifold r Distribution P x Hole Size x Hole Spacing Vent To Air Intake Length A_ Dia. gth Dia. Spacing >'_4 SOIL COVER x Pressure Systems Only xx Mound Or At-Grade Systems Only Depth Over Depth Over xx Depth =Insectio~#13 xx Seeded/ Sodded xx Mulched Bed/ Trench Center Bed/ Trench Edges Topsoil Yes/ No Ins ion# No / I4111/ MMINTS' cl d o de d s(,~apan 'e a n r n t(S~011 l? t o i~I f d ~ocatlon: 't43~ ~a~c ~oa , KIVer a~l~, ~ M NW 1/4 24 T28N R18 ) - 242818376A -Lot 1 1.) Alt BM Description = "S kx S 2.) Bldg sewer length= -amount of cover 3)S~y 4,z. s ~T- y ~~~r.~ CC) 6(a-"~g z '9 v Ill ti. ^~7 •P \ ' 2 ~ St., Plan revision required? ❑ Yes 0 No (S~ Use other side for additional information. O 311 SBD-6710 (R.3/97) Date Inspector's Signature Cert No. 1 2 . M ~ t r 3 Safety & Buildings Division 00 ///?Seanite~a~rZyPker4mit 201 W. `W'ashington Ave. A plication Po Box 73oz " rsennsrn In accord with Comm 83.21, Wis. Adtn. Code Madison, WI 53707-7302 Department of Commerce Personal information you provide may be used for secondary purposes (Submit completed form to county if not [Privacy Law, s. 15.04(l)(m)] state owned. Attach complete plans (to the county co only) for the system, on a r,pot less than 8-1/2 x 11 inches in size. County j- Q/ x State SanitaryPermit Number ❑ Chech if revision to previous application State Plan I. D. Number I. Application Information - Please Print all Information Location: Property Ow+n r Name ~~\t Property Lccaiion law E U_ S PV-Al t:~ I /4 114, S N, &1- (or) OF Property Owner's Mailing Address Lot Number Block Number G C.J 0 ~ t~ _ ~ae.~G a ~ ~ 5 F City, State Zip Code hone Number 1 Subdivision: game or CSM Number ~1 Gt1 moo/ ~ H Type of Building: (check one) Q ' s ❑ City ~6 1 or 2 Family Dwelling - No. of Bedrooms: / 0 Village n ❑ Public/Commercial (describe use): ❑ State-owned ( AjAj III Type of Permit: (Check only one box on line A. Check box on line B if applicable) Nearest RoadONC le In ,~c-7 A) 1. gKNew System 2. ❑ Replacement 3. ❑ Replacement of 4. ❑ Addition to Parcel Tax Number(s) System Tank Only Existing System ~J Z- -66iv Permit Number ~1 Dale .ssuee ❑ A Sanitary Permit was previously issued 2T , . 3 76 IV. Type of POWT System: (Check all,that apply) )eNon-pressurized In-ground ❑ Mound ❑ Sand Filter ❑ Conte *acted Wetland ❑ Pressurized In-ground ❑ Holding Tank ❑ Single Pass ❑ Drip 'ne ❑ At-grade ❑ Aer bic Treatm' It Ut t ❑ Recirculating ❑ Other: V Dispersal/Treatment Area Information: / 1. Design Flow (gpd) 2. DispersalArea 3. Dispersal Area 4. Soil App ication . Percolation Rate 6. System: 3levati( i. Final Grade 60D Required Proposed ~purq Rate (Gals./day/• . ft.) (Min./inch) ;dlevation s Z Z - VI Tank Capa ity in To al # of M ufacturer Prefab Site ~:+.eel . Fiber- Plastic Information Gallons Gallons Tanks Con- Con- gisss New Existing crete structed Tanks Tanks 7 ,70 VII Responsibility Statement I, the undersigned, assume responsibility for installation of the POWTS shown on the attached plans. _ Plumbe Name (print) Plumber's Signature (t s nps): MP/ No. I u>mess 1 u e vi: L Plumber's Address (Street, City, State, Zip Code VIII County/Department Use Only ❑ Disapproved Sanitary Permit Fee (Includes Groundwater Date Issued - Agent Signature `No stamps) Approved ❑ Owner Given Initial Adverse Surcharge Fee) Determination > w ~s U IX. Conditions of A VP ova! /Re n for Disapproval: r~ ,`-n- ro~~t ~av v a I S ~n~v~ tA~ -I s~q ~~tr~( c~c att- d D rA) T2_ T) AAI (G 9016 er's name San. Permit No. H63.05 PLOT PLAN Show: Location of building served Rj Dosing chamber Septic tank Vertical/horizontal reference point Building sewer System elevation is 7 Effluent system Well Replacement system area Property lines w/in 50' df system Distribution boxes Fq Scale or dimensioned E Pump and controls: / ' Gc Mfr & Model No. Vertical Lift Size Force Main Friction Loss T. D. H. Vol. Dist. Pipe Gal. per Min- Gal. er cycle Place check mark in appropriate box indicating item is shown on plot plan below: 1~~,,Wt7 ~z~ N(A o ~P ~(Y) 40 -Z -cetks 9 KII s ~ By the granting or appr~ovin ~ e above plan o ~2u. n the event of a subsequent permit being issued, -rbunty and the County Zoning Administrator, does not assume or hold itself liable for any defects in plans or specifications, plan omission, examination oversight, construction, or any damage that may result in or afteallat' P 7 ei7lt s a ur icense No. Date- Rev. 3/ w -0 ~ rn U --__I • CD , Q ~ w m ~ ° o „ ^ ! L O m F ~ C w 0 , JET L -I L Cl) a N O I N = O r~r Q 1 cD m m~~ cQ c CD 0 - co c -n x :]7 cD = (OD . CD X Q ~ K~ J C37 C7 C Q -D CD . (D O O' f- - - - 6 1 0 p it ~ ~ O ~ D ~ (D O (c O O 3 I Q - -I- N CA) Q C J CQ x - - pa x (D ~iUl Q 0 < (D O c~ CY) x 1 G ( l~ a T ) „ rn c _ -w p . o<~ , eLL aD (D w 3. Invert 11"► c 0 Combination Sep,tic;Tank and PUMP CHAMBER CROSS SECTIOfJ AND SPLCIFICA-f IOIJS ' •VCuT CAP WCATHE PRG JIr JUIJCTIGI. 80x ,i'C.I. vEMT PIPC APPROVED LO :c 111:: ''-.10 , FROri noon, I"~a1JHOLE ovE n 4tijDow OR FRCSH LUARN; G l_;~ Alk IIJTAKE orJDUtT 5 NI F K . --k- ~ I ~ _ PROVIDE I/JLET AIYT16H'T SEAL I I O, AFhI 5 --T2- -T APPROVED JOWT A II w/c.~. PIPEoRt' Tank construction I II AL«Y,A shall comply with I 83.15 and 33.20 e e'Loc cow ~ I ol~ PUMP D CDIJCRET[ 5 I _ RISER EXIT PERMITTED OIJLy IF TA►J14 MAIJUFA4TURCR HAS SUCH A°NROVAI_ a.,:~:C R SEPTIC F SPf-CIFICATIC)QS D05E. T/ iJK MA11UF^CTURCR: ~~J~1~ -J~ QLIMBER OF DOSES: _.PE,, TA1JK DIZC : -75-0_ 0ALL0kJ.S 1)05[ VOLUME ALARM MAIJUFAC_TURC.R: S'~ ~~Z1T~ S~l.~iT~~`l3 111CLJDI►JG 6aclcr~ow: G:,!.._.o.I: MODEL L.)UMBER: CAPACITIES: A=_„~ChCS OK 3-W G -r 1"1 L"1Z.eUR-Y SWITCH W F'uMP 14%AIJUFACTURCA: IJL~:*a OF - L.MODEL ►JUMBER: D 1 NL h i~ 5 0 R. SWITCH TYPE: ~L1Z~~Y MOTE: PUMP AUD ALAKr, -.-,t TO 54". MIWMUr'\ DISCKARGE RATE GPM (INSTALLED pR1 5E :=RATE C K:. ''S VEKTIChL UIFFEKENCC DETWIIU PUMP OFF AuD.D15TRIEUTIOu PIPE... E.CT + MIIJIMUM lJCTWORK SUPPLY PRESSURE , , FLET + 2~0 FEET OF FORCE 1-%A N X -LW/ioo ff.FK1CTI01J FACTOR-.. ~ r EET C7 -7 TOTAL CyQAMIC HEAD = -1_1 _.2 FEET Pump chamber DIAMETER-- WTEKKJAL. OIMEAJ51akl1 OF TAQK: L.EMGTH LIQUID DEPT II _.4._ W BOTTOM AREA y 23:1. /K1,42z GAL/INCH M E40 Series M1, AlMrso 4/10 HP Effluent and Drain Water Plumps Performance Curve M)EL ME40 EFFLUENT PUMP CAPACITY LITERS PER MINUTE 0 50 100 150 200 250 30C 350 40 I 35 - 10,t 30 ~ 2S B 20-- ISL 00 tiJ I5 O D 4 10 S 5 _i I 0 + V 0 10 20 30 40 50 50 70 80 90 1J0 CAPACITY GALLONS PER MINUTE F. E. Myers, A Pentair Company • 1101 Myers Parkway, Ashland, Ohio 44805-1 A 419/289-1144 FAX 419/289-6658 Telex 98-7443 K3326 7/91 Frintod its U.S.A. Wisconsin Department of Commerce' SOIL AND SITE EVALUATION Division of Safety and Buildings -r • Page of B u of Integrated S es . I U in ordance with Co i10 , g1Rdl~`~ dm. Code lQ , ~ 4 ttac plete site p a on paper n t less th /2 x 11 riches in size ('aiust r Coq include, but not limited to: vertical and horizontal r Item point (BM), rent n and p ent slope, scale or dimensions north arrow, and ation and distar c~trp nearest iOA parcel I.D. # APPLICANT IN__FORMZION - Please print all informat n•' RevieW9d 4 Date Personal information you provide maybe used for secondary purposes (Privacy Lave s. 16,04 (1) (m)),,'0UN 3 I Property Owner Ptope Location . fit" ''t1% /4S 'T NR E or " C4 / Property Owner's Mailing Lot Subd. Name or CSM# Ao~rss 3 G City State , Zip ~Code Phone Number ❑ City ❑ Village Town Nearest Ro d New Construction Use: Residential / Number of bedrooms 4Y Addition to existing building Replacement ❑ Public or commercial - Describe: Code derived daily flow gpd Recommended design loading rate 5-bed, gpd/ft2 . trench, gpd/ft2 Absorption area required - bed, ft2 ,50 trench, ft2 Maximum design loading rate i ~ bed, gpd/ft2 b trench, gpd/ft2 Recommended infiltration surface elevation(s) / 7 © ft (ass referred to site plan benchmark) Additional design/site considerationa "a-, `n a I 2/_ Parent material Flood plain elevation, if applicable /1/ / g ft S = Suitable for system Conventional Mound In-Ground Pressure AT-Grade System in Fill Holding Tank U = Unsuitable for system ~[C] S ❑ U .mss ❑ U ns ❑ U Z- ❑ U ❑ S -6-Ul ❑ S -CXU SOIL DESCRIPTION REPORT N.,, Ap zM : C ` Boring # Horizon Depth Dominant Color Mottles Texture Structure Consistence Boundary Roots GPD/ft2 in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. Bed , Trench I C9-/0 0 3/7- t a, a o- o /0 V ~ / dK a ~3 z Ground y ~6 S 1 /V~ /fj lev - /0 Depth to limiting a„-~ q~•0 ?,2.`{ (o$.`{ f tin. Remarks: e 5 Boring # o-~v 3 a S, L s~ n ~ a; z o- 5 y n% 3 S mains / ~i~ h'i 7 , J Ground elev. T7• / Depth to limiting fac ?in. . Remarks: CST Name (Please Print) Signature Telephone No. Address Date CST Number SOIL DESCRIPTION REPORT PROPERTY OWNER Page of PARCEL I.D.# Boring # Horizon Depth Dominant Color Mottles Texture Structure Consistence Boundary Roots 2 in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. Bed , Trench -IV l~ ,~'1 Gy -If - , S . 5 Ground 3 Al elev. i- Depth to limiting factor 7-2j- in. Remarks: Boring # V9-0 OW ell 2 Ground Depth to limiting factor 7y3in. Remarks: Horizon Depth Dominant Color Mottles Texture Structure Consistence Boundary Roots GPD/ft2 in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. Bed , Trench Boring # d S / k r 2 Ground j~_ 0Llev Depth to limiting factor ~2 Remarks: Boring # Ground elev. ft. Depth to limiting factor Remarks: SBD-8330 (R.9/98) Soil Test Plot Plan Project Name Terry Gallentine Shaun ' Address 1436 Oak Drive River Falls Wi 54022 M #226900 Lot 1 Subdivision Date 2/23/00 SE 1/4 NW 1/4S 24 T 28 N/R18 W Township IGnniddnnic Boring Q Well PL Property Line County ST. CROIX BM or VRP Assume Elevation 100 ft. Top of 1 " Pipe System Elevation 97.0 *HRP Same as Benchmark Alt. BM Base of Pine Tree with Orange Ribbon @a 99.7 440' Property Line Special note to plumber or designer: in the 4th horizon, traces of mottled sandstone were found, hence the shallow system elevation. Recommend a bed design due to the lack of system depth and loss of sidewall absorbtion. C' a ° B.M. 0 ~o It 15' 200' -1 90' 04 5' 20' 1 % ! Z 40' B-3 20' 150' 90, B-5 B-4 Oak Drive System Management Plan Pursuant to Comm 83.54, Wis. Adm. Code Septic Tank The septic tank shall be maintained by an individual certified to service septic tanks under s. 281.48; .oats. The contents of the septic tank shall be disposed of in accordance with NR 113, Wis. Adm. Code. The operating ccriditior. of the septic tank and outlet filter shall be assessed at least once every 3 years by inspection. The outlet filter shall be cleaned as necessary to ensure proper operation. The filter cartridge should not be removed unless provisions are made to retain solids Ir, the tank that may slough off the filter when removed from its enclosure. If the filter is equipped with an alarm, the ;filter shall be senviced if the alarm is activated continuously. Intermittent filter alarms may indicate surge flows or an impendi. continuous alarm. The septic tank shall have its contents removed when the volume of sludge and scum in the tank exceeds /3 the liquid volume of the tank. If the contents of the tank are not removed at the time of a triennial assessment, maintenance personnel shali advise the owner of when the next service needs to be performed to maintain less than maximum scum and sludge accumulation in the tank. The addition of biological or chemical additives to enhance septic tank performance is generally not required. However, if such products are used they shall be approved for septic tank use by the Department of Commerce, Safety and Buildings Division. Pump Tank The pump (dosing) tank shall be inspected at least once every 3 years. All switches, alarms, and pu:rios shaii be tested to era ron. effluent filter is installed within the tank it shall be inspected and servicE:d as necessary. ound and Pressure Distribution System ees or shrubs should be planted on the mound. Plantings may be made around the mound's perirn t the mour:d 7 shall seeded and mulched as necessary to prevent erosion and to provide some protection from penetration. Traffic (other than vegetative maintenance) on the mound is not recommended since soil comps ' me,,v hinder aeration of the infiltrative surfac ' hin the mound and snow compaction in the winter will promote fr enetration. Cold weather installations (October- ary) dictate that the mound be heavily mulched for protection. Influent quality into the mound system of exceed 220 mg/1 5, 150 mg/L TSS, and 30 mg/L '--:)G. Influent flow m y not exceed maximum design flow specified in it f is installation. The pressure distribution system is provide a flushing point a d of each lateral, and it is recommended that e ch lateral be flushed of accumulated soli least once every 18 months. Whe ssure test is performed it should be compared to the initial test whe system was installed to determine if orifice cloggin ccurre + and if orifice clean ng is required to maintain equal ' ibution within the dispersal cell. Observation pi ithin the dispersal cell shall be checked for effluent ponding. Ponding levels shall be reposed to t, e wrier, and any le s above 4 inches considered as an impending hydraulic failure requiring additional, mon, frequent mcnitorin . neral m shall be operated in accordance with Comm 82-84 Wis. Adm. Code, and shall maintained .n accordance wit its' component rnanua 9 and local or state rules intenanc reporting. No one should ever enter a septic or pump tank since dangerous gases may be present that could cause death. Septic and pump tank abandonment shall be in accordance with Comm 83.33, Wis. Adm. Code when the tanks sire no longer used as POWTS components. Septic or pump tank manhole risers, access risers and covers should be inspected for water tightness and soundness. Access openings used for service and assessment shall be sealed watertight upon the completion of service. Any opening deemed unsound, defective, or subject to failure must be replaced. Exposed access openings greater than 8-inches in diameter shall be secured by an effective locking device to prevent accidental or unauthorized entry into a tank or cor-rn•)onent. Contingency Plan If the septic tank or any of its components become defective the tank or component shall be repaired or replaced to keep the system in proper operating condition. If the dosing tank, pump, pump controls, alarm or related wiring becomes defective the defective comuc lent stall be immediately repaired or replaced with a component of the same or equal performance. If the component fails to accept wastewater or begins to discharge wastewater to the ground surface, it wil' be repaired or replaced in its' present location by increasing basal area if toe leakage occurs or by removing biolorl-I ally clogged adsorption and dispersal media, and related piping, and replacing said components as deemed necessary to bring the system into proper operating condition. Questions on the operation or maintenance of this system =Would be directed to the County-Zoning office at L~ or to the licensed plumber who installed the system 3 $b" ` 6~ . -73 Standard Erosion Control Plan for 1 & 2 Family Dwelling Construction Sites According to Chapters ILHR 20 & 21 of the Wisconsin Uniform Dwelling Code, a soil erosion control plan needs to be submitted and approved prior to the issuance of building permits for 1 & 2 family dwelling units in those jurisdictions where the soil erosion control provisions of the Uniform Dwelling Code are enforced. This Stan- dard Erosion Control Plan is provided to assist in meeting this requirement. I Instructions: ! 1. Complete this plan by filling in requested information, completing the site diagram and marking appropriate boxes on the inside of this form. 2. In completing the site diagram, give consideration to potential erosion that may occur before, during, and after grading.- Water runoff patterns can change significantly as a site is reshaped. 3. Submit this plan at the time of building permit application. Site Diagram Scale: finch = feet EROSION CONTROL PLAN LEGEND PROPERTY LINE EXISTING ' DRAINAGE TD TEMPORARY DIVERSION Ali FINISHED DRAINAGE LIMITS OF GRADING ` SILT FENCE STRAW " BALES r rt' GRAVEL (D VEGETATION SPECIFICATION TREE PRESERVATION STOCKPILED SOIL I Please indicate north by completing the C arrow below. -N- PROJECT LOCATION o A K bk, 0 6- L)<f,4 BUILDER LuN L~ I 6Z ~NI C OWNER iC:(C ~J~ ~ ~ i ~ ~J4~hl e ) WORKSHEET COMPLETED BY DATE `f 1 I EROSION CONTROL PLAN CHECKLIST I ~a Check appropriate boxes below, and complete the site diagram with necessary information. Q QQ ~oF ='T Site Characteristics North arrow, scale, and site boundary. Indicate and name adjacent streets or roadways. i O C" Location of existing drainageways, streams, rivers, lakes, wetlands or wells. ❑ C,~r- Location of storm sewer inlets. fl, Location of existing and proposed buildings and paved areas. ET_ The disturbed area on the lot. Er Approximate gradient and direction of slopes before grading operations. 2!( Approximate gradier+t and direction of slopes after final grading operations. I ❑ L01"Overland runoff (sheet flow) coming onto the site from adjacent areas. I Erosion Control Practices ,I ❑ 0""Location of temporary soil storage piles. Note: Soil storage piles should be placed behind a sediment fence, a 10 foot wide vegetative strip, or should be 1 covered with a tarp or more than 25 feet from any downslope road or drainageway. Location of gravel access drive(s). Note: Gravel drive should have 2 to 3 inch aggregate stone laid at least 7 feet wide and 6 inches thick Drives should extend from the roadway 50 feet or to the house foundation (whichever is less). j ❑ Q Location of sediment controls (filter fabric fence, straw bale fence or 10-foot wide vegetative strips) that will pre- vent eroded soil from leaving the site. O ff Location of sediment barriers around on-site storm sewer inlets. ❑ IK Location of diversions. 1 Note: Although not specifically required by code, it is recommended that concentrated flow (drainageways) be diverted (re-directed) around disturbed areas. Overland runoff (sheet Now) from adjacent areas greater than / 10,000 sq. ft. should also be diverted around disturbed areas. ❑ & Location of practices that will be applied to control erosion on steep slopes (greater than 12% grade). Note: Such practices include maintaining existing vegetation, placement of additional sediment fences, diversions, and re-vegetation by sodding or by seeding with use of erosion control mats. ❑ 0 Location of practices that will control erosion in areas of concentrated runoff flow. Note: Unstabilized drainageways, ditches, diversions, and inlets should be protected from erosion through use of such practices as in-channel fabric or straw bale barriers, erosion control mats, staked sod, and rock rip-rap. When used, a given in-channel barrier should not receive drainage from more than two acres of unpaved area, or one acre of paved area. In-channel practices should not be installed in perennial streams (streams with year-round flow.) O Location of other planned practices not already noted. 4 a Ica Indicate management strategy by checking the appropriate box: I Q~~c z~ Management Strategies ❑ Q' Temporary stabilization of disturbed areas. Note: It is recommended that disturbed areas and soil piles left inactive for extended periods of time be stabilized by seeding (between April 1st and September 15th), or by other cover, such as tarping or mulching. C' Permanent stabilization of site by re-vegetation or other means as soon as possible (lawn establishment). Indicate re-vegetation method: Seed e Sod ❑ Other ❑ Expected date of permanent re-vegetation: .S ~ ;2 Re-vegetation responsibility of: Builder ❑ Owner/Buyer H--~ Is temporary seeding ar mulching planned ii site is not seeded by Sept. 15 or sodded by Nov. 15? Yes O No o ❑ UK'Use of downspout and/or sump pump outlet extensions. Note: it is recommended that flow from downspouts and sump pump outlets be routed through plastic drainage pipe to stable areas such as established sod or pavement. ❑ Trapping sediment during dewatering operations. Note: Sediment-laden discharge water from pumping operations should be ponded behind a sediment barrier until most of the sediment settles out. Proper disposal of building material waste so that pollutants and debris are not carried off-site by wind or water. 2* Maintenance of erosion control practices. Sediment will be removed from behind sediment fences and barriers before it reaches a depth that is equal to half the barrier's height. • Breaks and gaps in sediment fences and barriers will be repaired immediately. Decomposing straw bales will be replaced (typical bale life is three months). • All sediment that moves off-site due to construction activity will be cleaned up before the end of the same workday. • All sediment that moves off-site due to storm events will be cleaned up before the end of the next workday. • Gravel access drives will be maintained throughout construction. • All installed erosion control practices will be maintained until the disturbed areas they protect are stabilized. For more assistance on plan preparation, refer to Chapters ILHR 20 & 21 of the Wisconsin Uniform Dwelling Code, the DNR Wisconsin Construction Site Best Management Handbook, and UW-Extension publication Erosion Control for Home Builders. The Wisconsin Uniform Dwelling Code and the Wisconsin Construction Site Best Management Handbook are available through State of Wisconsin Document Sales, 608/266-3558. Erosion Control for Home Builders (GWO001) can be ordered through Cooperative Extension Publications, 608/262-3346 or the Department of Industry, Labor and Human Relations, 608/267-9360. 1 EROSION CONTROL REGULATIONS. UNIFORM DWELLING CODE (DILHR) PROJECTS AFFECTED MAINTENANCE AND WASTE DISPOSAL • All new I and 2 family dwellings in Wisconsin started • Sediment controls must be maintained until the site is on or after December 1, 1992. stabilized by mulching and seeding, sodding or • Additions to dwellings built after June 1, 1980. landscaping APPLICATION PROCESS • All building waste must be properly disposed to pre- vent pollutants and debris from being carried off-site • Erosion control plan must be submitted with building permit application to the local building inspector in ENFORCEMENT communities where the dwelling code is enforced • Erosion control inspections will be made during other • Erosion control plan must show: regular inspections (footing and foundation, rough con- struction, final, etc.) -Location of the dwelling, other buildings, wells, sur- face waters and disposal systems on the site with • Violations must be corrected within 72 hours respect to property lines • Stop work orders may be issued for noncompliance -Direction of all slopes on the site FOR MORE INFORMATION, CONTACT -Location and type of erosion control measures • Local building inspector CONTROLS REQUIRED • Department of Industry, Labor and Human Relations • Silt fences or straw bales along downslope sides and side (DILHR), Safety and Buildings Division, P. O. Box slopes 7969, Madison, Wisconsin 53707, (608) 267-5113. • Gravel access drive • Straw bales, filter fabric fences or other barriers to protect on-site sewer inlets • Additional controls if needed for steep slopes or other special conditions STORMWATER PERMIT (DNR)' PROJECTS AFFECTED -Proposed erosion and storm water pollution control • Any construction project that disturbs 5 acres or more practices during and after construction • Smaller sites that are part of a planned development -Documentation that an erosion control and storm involving 5 acres or more of land disturbance water management plan which meets DNR standards • Effective October 1, 1992 for any new or continuing has been prepared (plan does not need to be submit- project ted with the application) • Exceptions: Indian tribal lands and work done by local -Other information related to site location and per- government staff mit holder APPLICATION PROCESS CONTROLS REQUIRED • File a. "notice of intent' application (Form #3400-161) • Erosion control measures specified in the Wisconsin 'Vlft . the Department of Natural Resources (DNR) 30 Construction Site Best Management Practice I3aadbaak days before construction begins • Measures to control storm water after construction • Application must include: FOR MORE INFORMATION, CONTACT -Timetable for land disturbing activities and installa- a Department of Natural Resources, Storm Water Per- tion of erosion control measures including project mits, P. O. 7921, Madison, WI 53707-7921, (608) start and completion dates 266-7078 LOCAL ORDINANCES Check with your county, and city, village or town for any local erosion control ordinances including shoreland zoning requirements. Except for new 1 & 2 family dwellings, local ordinances may be more strict than state regulations. They may also require erosion control on construction projects not affected by state or federal regulations. A publication of the University of Wisconsin-Extension, in cooperation with the Wisconsin Department of Natural Resources 1md Depart- ment of Industry, Labor & Human Relations, Ron Struss, UWEX Water Quality Specialist, Western Area, and Carolyn D. Johnson, UWEX Water Quality Specialist, Southeast Area. University of Wisconsin-Extension is an EEO /Affirmative Acton employer and provides equal opportunities in employment and programming, including Tide IX requirements. GW0001A Standard Erosion Control Plan for 1 & 2 Family Dwelling Construction Sites 1--06-93-15M-10-S MAY-15-01 08:28 AM LUND BUIL -RS INC. 7154259559 P_02 ooooor~ '000 > P"OLI N s . • mss: ~ ' ' euM._r~..n./_,.... ~.r _rM r. •.M•r,~nr••FY•~W'VN1P+~'.1'~_.~~ ~:..~y}~ .r ._r-r-rrn• ~.,.r.-n.•.~.~ww..~.~-.~.wwrn.•_~.ww~.rr_r_rrr._.u r:_~rr.rw.. r._...r..r.~.~.r ~ •r.~M~w?..~.r_.Tr..wrTn•rw~..rrirYS~7 N1+:M.i.n'/►.M-r~~r~rw+~.,rrw 04 1 2 7=4- L L- S WE yy~ N 5 & ,A[ . ....L~=-!moo Z- Qo- L, rt T_ ST CROI.X COUNTY SEPT"IC 'T'ANK MAINTENANCE AGREEMENT AND OWNERSHIP ~R'TIFICATION FORM Owner/Buyer CZ /'`l ~ Zoq Mailing Address ACD11 Gov I~4i 's w,L S-y o /6 Property Address &r (Verification required from Planning Department for new construction) ' City/State jj,vg ags w l Parcel Identification Number 0020-L -)bbl- U--0LNO LEGAL DESCRIPTION Property Location SE '/a, A-0 '/4, Sec. _77q, 'T n N-R~W, Town of k%nr;Ck,'nn;C. Subdivision Lot # Certified Survey Map # 67 6CX2 , Volume / , Page # 35S^ 7 Warranty Deed # , Volume , Page # Spec house ❑ yes no Lot lines identifiable (yes ❑ no SYSTEM M TENANCE Improper use and maintenanceof your septic system could result in its premature failure to handle wastes. Proper maintenance consists of pumping out the septic tank every three years or sooner, if needed by a licensed pumper. What you put into the system can affect the function of the septic tank as a treatment stage in the waste disposal system. The property owner agrees to submit to St. Croix Zoning Department a certification form, signed by the owner and by a master, plumber, jour►reyroan plutnber, restricted plumber or a lirensad pumper verifying that (1) the on-site wastewater disposal system is in proper operating condition and/or (2) after inspection and pumping (if necessary), the septic tank is less than 1/3 full of sludge. I/we, the undersigned have read the above requirements and agree to maintain the private sewage disposal system with the standards set forth, herein, as set by the Department of Commerce and the Department of Natural Resources, State of Wisconsin. Certification stating th your septic sy tem een maintained must be compI rted and returned to the St. Croix County Zoning Office within 30 day f t t ree y r e ' tion ate. SIGNATURE O PPLICANT ATE OWNER CERTIFICATION I (we) certify that all st cents on this form are true to the best of my (our) knowledge. I (we) am (are) the owner(s) of the pe y describe ab y v' tue a warranty deed recorded in Register of Deeds Office. IGNATUR F APPLICANT DATE Any information that is mis-represented may result in the sanitary permit being revoked by the Zoning Department. Inct+tde with this application: a stamped warranty deed from the Register of Deeds office a copy of the certified survey map if reference is made in the warranty deed . - • V11.1582PAGE 373 ' ° DOCUMENT NUMBER, E7 3 7 9 O O KATHLEEN H. WALSH WARRANTY DEED REGISTER OF DEEDS ST. CROIX CO., WI RECEIVED FOR RECORD Terrance L. Gallentine and Anita L. Gallentine, husband and wife, 02-02-2001 10:40 AM Grantor, conveys and warrants to Richard S. Parnell and Angela J. Parnell, husband and wife, as survivorship marital property, Grantee, WARRANTY DEED the following described real estate in St. Croix County, State of EXEMPT N Wisconsin: CERT COPY FEE: COPY FEE: PART OF SEb OF NW;t OF SECTION 24, TOWNSHIP 28 NORTH, RANGE 18 WEST, ST. TRANSFER FEE: 149.50 CROIX COUNTY, WISCONSIN DESCRIBED AS FOLLOWS: LOT 1 OF CERTIFIED RECORDING FEE: 10.00 SURVEY MAP FILED MAY 24, 2000 IN VOL. 14, PAGE 3857, AS DOCUMENT PAGES: I NO. 623600 NAME AND RETURN ADDRESS i-4_ c_ 022-1067-90-000 Parcel Identification Number This is not homestead property. Exception to warranties: All easements, restrictions and rights-of-way of record, if any. Dated this S l' day of January, 2001. dQiW_t ~ -(SEAL) "C.~ (SEAL) errance L. Gall ine Anita L. Gallentine (SEAL) (SEAL) AUTHENTICATION ACKNOWLEDGMENT Signature(s) STAT OF WISCONSIN ) ss. k3y, .2 6 COUNTY ) authenticated this day of 20, Pers y came before me this 3 day of January, 2001 th ab v named Terrance L. Gallentine and Anita L. (si -at ) Gal le e, to me known to b he persons(s) who executed f he r going instrumen a ckn ge the same. (Name P[inted nr iv d }'~,f ~t1^•r T TT;,E: MEMBER STATE BAR OF WISCONSIN ~A~1 - tsi na e (If not, ,[f A: authorized by 4706.06, Wis. Stats. ) 1 YVV •1 X244 (2 L* ;1' Name P-ted or T d ~ (J THIS INSTRUHENT WAS DRAFTED BY: A~ o arg Public Jj , C ()1 County, Wis. Stuart J. Krueger S y~ My arRnission is permanent. (If not, expiration date:) Rodli, Besk.ar, Boles L Krueger, S.C. P.O. Box 138 3 14 ) River Falls, WI 54022 o s b CERTIFIED SURVEY MAP BE 1 NG TOWN OF 114 K I NN I CK THE NN I C, I S T. O CRO I X COUNTY, W 1 SCONS I N 18W. , NORTH QUARTER CORNER PREPARED FOR: SECTION 24 -FOUND o T FOUND 1" I.P. TERRY GAL L EN T I NE I* IRON PIPE o _ r N54 42' 4s• E OF o to ! CAL CED FALLS 4' S. AND 12' UNPLATTED LANDS I POSITION.(LARGE BOULDER OBSTRUCTS -CORNER POS 1 T ! ONE - W. OF OLD FENCE POST NORTH LINE OF THE S =NW c 4t S89031' 24" E' 1325. 18' NW COR. NE COR. SE-NW SEPTIC SE-NW a WELL•❑ HOUSE I rn LOT 2 0 28.22 ACRES Z 1,229,285 S0. FT. P w $ z 27.99 AC. EXC. RiW C e - 1,219,244 S0. FT w 0 N r I' O p tr g : _I S89058 19 E I rn p :It1 _ cnm n m 440.00' g :O •m 0 Q) 0 r- rn (A ~ p pp U) V, N Now ! S89.58' 19* E 495.00' !A p z N D v z m :D LOT 1 Z 41 4* m 'N oj'm o 287, 6.60 ACRES ? $ 6.3 35 LOT 3 ° Z 5 AC. 338 EXC S0.. Ft. m I ►WV 5.00-ACRES $,a 'l a R1W T. w 217,789 SO. FT. 7„ FALLS 1 1' W. 276.560 S0. FT. SEPTIC Q 4. 70 AC. EXC. RiW ' v m ~ 204,702 S0. f T. N-S FENCE LA 0~ i ro O rv w SHE n N L 1 NE N A BUILDING cn SW COR. S T CK._ p oo 1325. 79' o SE-NW 3'54"W 9.99' 494.99- N89° 58' 19' W _ S89058' 19" E - - w - 495.00- 2652. 31 -11r•--- - - a, w - - 1325. 83' - - - -w - N89°58'-19"W 1325. 83' SE coR. ,0 5303. 97' SE-NW y WEST QUARTER CORN R \ EASTIKST QUARTER LINE w N SECTION 24 - SET UNPLATTED LANDS N~ 0 PK NAIL FROM TIES\~ SOUTH QUARTER CORNER SECTION 24 - FOUND ALUMINUM CAP 4/,~v koy'41. / re Co., 4. lei LEGEND O . SET !"X24" 1ROAI P!PE WEIGHING CG.~uw~ ~ti.u UrlUtpa'~`, 1. 13 LBS. PER LINEAR FOOT c0Iv.0 JAMES M. {r WEBER 61804 WW 40 YNLLV. Q BEARINGS REFERENCED TO THE EASTiWEST <1 wl ~-~0% ION OS89°58R19IE. (ST. CROIX4000NTYUCOORDS V y('~~i `SURW`"' wiittnur.,; +a►tia SYSTEM) 1"-300' JAMES M. WEBER -1804 p 150 300 600 SHEET I OF 2 NELSEN-WEBER ! SURVEYING DATED 2000025A THIS INSTRUMENT DRAFTED BY JIM WEBER