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HomeMy WebLinkAbout020-1454-00-094 Wisconsin Department of Commerce Count Safety and Building Division PRIVATE SEWAGE SYSTEM St. Croix INSPECTION REPORT Sanitary Permit No: 487910 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: O Bast, Kernon Hudson, Town of O — 1451—i —00—,90114 CST BM Elev: Insp. BM Elev: BM Description: Q 2 Section/Town /Range /Map No: /'b2_, `t ,J N 3 c-<- 36.29.19. TANK INFORMATION ELEVATION DATA TYPE MANUFACTURER CAPACITY STATION BS HI FS ELEV. Septic ‘ ( e � .',A.� 5 /Z 775 ��� IS /62 4 4 4 1 / 1 I 5 Alt . (Wk., c ,A - ioJALvt-i l , l69 , 35 1 ..) Aeration � Bldg Sewer 'Z. 56 tb 7 .3 Holding St/Ht Inlet ``. 5.51 /c q.. c4, S St/Ht Outlet TANK SETBACK INFORMATION - ,75? /L4. 3 TANK TO P/L WELL BLDG. Vent to Air Intake ROAD Dt Inlet Septic 42-i Ailk--- 17 1 Z7 1 _ Dt Bottom \ Dosing Header /Man. WiZS " t 1 1 1 .- �' v Aeration Dist. Pipe 7 .� / Z.S. t Holding .,... --°""" Bot. System -.__ _.......- -..... t , /o R S en, Z, ° K Final Grade PUMP /SIPHON INFORMATION 5 ZS lei .1 Manufacturer Demand St Cover �' ` J � " / 0 3S GPM . (� Model Num. - 11.55 X6 �� TDH I ift Friction Loss 1SystemHcr 1TbH Ft Z 4, Forcemai Length -- Dia..„.- Dist. to Well SOIL ABSORPTION SYSTEM BED/TRENCH Width i Length 1 1 No. Of Trenches PIT DIMENSIONS No. Of Pits Inside Dia. Liquid Depth DIMENSIONS 3 I ` z.- —. . SETBACK SYSTEM TO P/L BLDG WELL LAKE /STREAM LEACHING Manufacturer. . , INFORMATION CHAMBER OR t 1 Type ot System: UNIT Model Number. DISTRIBUTION SYSTEM G c— ZZ 1- Z 3 =.*- 4 5 Header /Manifold i / Distribution x Hole Size x Hole Spacing Vent to Air talya, 9 / Dia Length Pipe(s) Dia Spacing N• \ \ ` �t Length I �� l SOIL COVER x Pressure Systems Only xx Mound Or At - Grade Systems Only Depth Over 1 Depth Over xx Depth of xx Seeded /Sodded xx Mulched Bed/Trench Center 6- 7 Bed/Trench Edges ■ Topsoil ,1 Yes U No 7 Yes H -,i No COMMENTS: (Include code discrepencies, persons present, etc.) Inspection #1: / / Inspection #2: / / Location: Hudson, WI 54016 ($W 1/4 NW 1/4 36 T29N R19W) Cottonwood Ridge 2nd Add Lot 4 Parcel No: 36.29.19. k. 1. Alt BM Description = L' t< o ;- �— d .',i\ h..s 6 '' 2.) Bldg sewer length = -Z'"7 - amount of cover = i i e-pk"" -4- A ce.Ct 4,'\ cw i k LX. , zc 3 d nr ec . cu rre, .. s4-e,,,...- a- c r..,„.. ec,ti . �. ' Plan revision Required? [ '} Yes �o LIJ _ - -- J Date Insepctor' ignature Cert. No. SBD -6710 (R.3/97) L • A ' 4. - ` \\4sCons,n fe d8ui t 201 W. Wu' • - ve., PO. Box 70 ... : �� � disc` WI /53707 -, Permit Number (to be filled in by Co.); Department of Commerce (•: $ ; 1- 6546 &2 " r � '1 i Sanitary Permit Appli t : ti i n sZi cao,X �� 1 D. Number in accord with Comm 83.21, Wis. Adm. Code, i N personal information • • • � ANN LFI O T may be used for secondary purposes Privacy Law, sI5.04(1 Xm) G OFCE ct Add ess if di great than mailing address) Air I. Application Information - Please Print All Information Property Owner's Name Parcel ` Lot M Jam` rock M ) ______ Property Owner's Mailing Address t Pro / / City, State Zip Code / Phone Number -7 ' �� Section sw • • _ 1 �� 6- 6/6 3g6 '- 77 RI lctrc) LL Type of Building (check all that apply) g , T N; R� / E le one a. • 5 ,.' .7, Al or 2 Family Dwelling - Number of Bedrooms l , , e / ms s . Subdivision Name CSM Number ❑ Public/Cornmercial - Describe Use /0_ _ 2 a ❑ State Owned - Describe Use ❑City_ ❑Vi lage t tship of UL Type of Permit: ( Cbeck only one box on line A. Complete line B If applicable) L / � ow A ' New Syuem ❑ Replacement System ❑ Treatment/Holding Tank Replacement On y U Other Modification to Existing System B. ❑ Permit Renewal ❑ Permit Revision ❑ Change of ❑ Permit Transfer to New List Previous Permit Number and Date Issued Before Expiration Plumber Owner IV. Type of POWTS System: (Check all that apply) r J-) S— 6-Creu.a4A. - k Non - Pressurized In -Ground ❑ Mound > 24 in. of suitable soil ❑ Moun < 24 in. of suitable soil ❑ At-Grade ❑ Single Pus Sand Filter ❑ Constructed Wetland ❑ Pressurized In- Ground ❑ Holding Tank ❑ Peat Filter ❑ Aerobic Treatment Unit ❑ Recirculating Sand Filter ❑ Recirculatio S •thetic Media Filter ,• Leachin: Chamber ❑ Dri• Line ❑ Gravel less Pi V. DispersaUTreatm ent Area In or ation: _ ❑ Other (explain) Flow Z i �,tai Desi 8n (gpd) Design Soil Application Rate(gpds1) Dispe Area Required (s f) Dispersal Area Proposed (sI) S tern Elevation �ODX a 7 l SS 7 g�./ � /_ 9. 75- te s VI. Tank Info Capacity in Total Number Manufacturer Prefab Site Steel Fiber Plastic Gallons Gallons of Units Concrete Constructed Glass Ncw Existing Tanks Tanks Septic or Holding Tank J /0750 / ' Sb i t ' Aerobic Tru :out Unil Dosing Chamber VII. Res•onslblli Statement- 1, the undersigned, assume responsibility for I A, nation of the POWTS shown on the attached plans. Plumber's Name (Print) Plum. /MPRS Number �� V s Si nature � ` V,? Business Phone Number ( Cir — I �� ; 03s? ?is -a66 4,9, Plumber's Address (Street, City, State, Zip /� Code) //0 l (�' / .�Ytx�� VIII. County/Department Use Only IgApproved ❑ Pisa.. s•ved Sanitary Permit Fee • ludes Groundwater Date Issued Issuin Agent Signature (No Stamps) Surcharge Fce) ` FS Owner . ' eason • Denial 5� 2? ?-(26S • IX Conditions •, A• . ro val I ' SYSTEM OWNER: 3) S tit, ILL wuu.a Larz .Q 1 Septic tank, effluent filter and dispersal cell must all be serviced /maintained 401,{4A04,4-- CLAM. 1 O1 Q 3 --,s -� as per management plan provided by plumber 2. All setback requirements must be maintained, as per applicable code /ordinances 4 0 o I — t t. el .-A:1,. � a 9_0.4.12 ,( 2r4* teas , r 4 / - L 7 ),i N 0 --- t t - t } 2 ) - e „ /as© -Z i 4 .. 6 &Ace 414.,_ 1J -- 95 ("? y q c..,,A mss i 'i® f /— 013 > ,i ,i 1,ct 9l/ I3 -1 - `00'x- '. % ® y eve_ _ 102,90 ro G , Sy k r:-/= /Do' ' l/-6 t t r '‘. Cl. ■ I N M i Q 1 Q ... 0 N 0 ,,,,fa- I II i I F 7=/ r a q "t —5 / i • ? \ 7 6) * a _ 99. ? � 0j \ s 1 T Zo \ '1g \./ rir-OP Pt;i g , 1 gRo3c7 1—/— ,. , , N bt.uele : . . Idso. iL czc . -4( . IL) .-- ' q y 61L-4- cAa,,,-10- /1..4-110` 3 - e/ / a � A 1 ag-' 3 " ® gm - / -- 100 , /5` eJc # t g l i4_ d-.7.-. 102,vo 7 / . \ 5 l ` � v� ri, ,001 - 1,/_,6, q 7 y y,7s r (1. ---, af t ey , f, I lit X , 0 1‘1 1 - ' =/ r a 1---/-/a01 6 3 ° T- a ---- ?9.7s' Zot i N )9 1 I \ \ I g I )51 ti 1 .... lot scofsil SOIL VALUATION REPORT #1641 Department of Commerce in acco *•- with Comm 85, Wis. Adm. Code Page 1 of 3 Division of Safety and Buildings Steel's Soil Service, Inc. 'q County Attach complete site plan on paper not less than 8'/: x 11 inche an mus St. Croix include, but not limited to: vertical and horizontal reference point , •' w • and percent slope, scale or dimensions, north arrow, and location and d is - arest road. Parcel I.D. Pending Please pri �t ll information. a ewed By Date yf us s6 .4„.‘ Personal information you provide may be Jsed fo�er9D'rivacy Law, s. 15.04 (1) (m)). t Property Owner Property Location Bast, Kemon APR 1 3 2005 Govt. Lot na SW1 /4, NW1 /4, S36, T29N, R19W Property Owner's Mailing Address Lot # Block # Subd. Name or CSM# 948 Labarge Rd. ST. CROIX COUNTY _ 94 na Cottonwood Ridge 2ND Addition City State Zip Co ®NI($tMOItellber City ❑ Village ❑ Town Nearest Road Hudson 1 WI 1 54016 1 715 -386 -7775 Hudson 1 Cty Rd N ❑ New Construction Use: ❑ Residential / Number of bedrooms 4 Code derived design flow rate 600 GPD E Replacement ❑ Public or commercial - Describe: na Parent material Stream terraces and pitted outwash plains. Flood plain elevation, if applicable na ft. General comments Conventional system, system elevation 100.00ft. Trenches spaced and depth to code 4.50ft below grade.Due to banding and recommendations: in pit 3 and 4, horizon #4 consider loading rate at .6 El 1 Boring # Boring IN Pit Ground surface elev. 104.50 ft. Depth to limiting factor 120 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. *Eff #1 *Eff#2 1 0 -12 10yr3/1 none sil 2msbk mfr cs 1vf .6 .8 2 12 -27 10yr4/4 none sicl 2msbk mfr cs na .4 .6 3 27-45 7.5yr4/4 none sci 2msbk mfr cs na .4 .6 4 45 -120 7.5yr4/6 none ms osg ml na na .7 1.6 c.1 . 1" to 2" wide 10yr4 /4 ms banding in horizon #4 9 2 Boring # Boring ® Pit Ground surface elev. 104.50 ft. Depth to limiting factor 120 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. *Eff#1 *Eff#2 1 0 -12 10yr3/1 none sil 2msbk mfr cs 1vf .6 .8 2 12 -20 10yr4/4 none sicl 2msbk mfr cs na .4 .6 3 20-40 7.5yr4/4 none sl 2msbk mfr cs na .6 1.0 4 40 -120 7.5yr4/6 none cos osg ml na na .7 1.6 1 '0 1" to 2" wide 10yr4/4 ms banding in horizon #4 * Effluent #1 = BOD 30 < 220 mg /L and TSS >30 < 150 e L * Effluent #2 = BOD <30 mg /L and TSS <30 mg /L CST Name (Please Print) ignature: " CST Number David J. Steel . 248956 Address Steel's Soil Service, Inc. Date Evaluation Conducted Telephone Number 994 200th St. Baldwin, WI 54002 4/11/2005 715 760 - 0347 SBD -8330 (8.07/001 Property Owner B ast, Kernon Parcel ID # Pending Page 2 of 3 r 3 in # ❑ Boring Borg 1 02.40 f t. Depth to limiting factor 120 in. xi Pit Ground surface elev. 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. *Eff#1 *Eff#2 1 0 -14 10yr3/1 none sil 2msbk mfr cs 1vf .6 .8 2 14 -24 10yr4/4 none sicl 2msbk mfr cs na .4 .6 3 24-40 7.5yr4/4 none sl 2msbk mfr gw na .6 1.0 4 40 -120 7.5yr4/6 none ms osg ml na na .7 1.6 Boring # ❑ Boring g ❑ Pit Ground surface elev. 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. *Eff#1 *Eff#2 I Boring # [1] Boring ❑ Pit Ground surface elev. 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. *Eff#1 *Eff#2 * Effluent #1 = BOD 30 < 220 mg /L and TSS >30 <150 mg /L * Effluent #2 = BOD 5 < 30 mg /L and TSS <30 mg /L The Department of Commerce is an equal opportunity service provider and employer. If you need assistance to access services or need material in an alternate format, please contact the department at 608 -266 -3151 or TTY 608- 264-8777. SBA - 8330 (R.07 /00) Steel's Soil Service, Inc. f STEEL'S SOIL SERVICE INC. 3of3 David J. Steel Kernon Bast 994 200 St. CST - POWTSM SW1 /4,NW1 /4,S36,T29N,R19W Baldwin, WI 54002 Lic. #248956 Town of Hudson, St. Croix Co. CeII (715) 760 -0347 Cottonwood Ridge 2ND Add. Fax.(715) 684 -3449 94 This soil evaluation was conducted to satisfy a zoning requirement, it may or may not be suitable for your use. Legend / N 1" = 40' D I = Benchmark Ele. 100.00 ft Top of 3/4" pvc pipe Q = Alt Benchmark Ele. 102.40 ft Top of 3/4" pvc pipe 0 = Borings Boring Elevations B1= 104.50ft B2 = 104.50 ft B3 = 102.40 ft B4= 0.00 ft ' i Z /36' a(0 !, sir C51 bt. k i °v ( 10 / ' r 5/c / ;z s elf do I5 I j Y - y-7' W / w tir c. r p , C r? '13 i r\l/ \'1, 5 w 1-e . i.r ,v • w w • t. • ,/ t 0 ' �/ / , / /t / \ / rr / %/ t/� ,y \ \ t Gig+ /ir f/ 'i� ,, , ff \droll / r/ r r r:. . . d ir t/ ` , �:::..;, / ' 1 - I ii . 1410 , 01 i / ,rte �� , �t /' mil / r j r /� // r / � I r / i .1::'. . : J % • . \ 0 .. • / ..,......, „rij ... -�....�..... �/ / /,t/f // / / �� �,�.� ! / %t. .,.. ,'rrr /�j .... /i�� • ° • / -4- .- / '/ / / / /�� : �•ftiii�t.'/✓/.viri� J � � � � / / • F— Q 11 • �, / s ,1 .•.�ai�,+ err % %ii %ili /!1 ” € E .. r 1� +i: Q # 14?.1!! 'yI II /Y %IAN �i .•N... / ! / dliiiitittt / / i$i."i. •�,�.,�,_ rte/ / , z 4' / Ny- 0/ -// t„,. A 4 ;070 - ;; Att%;t0 1 .44 1 .'cltit.01 'cl' L CU ••.....:'.::::*' •:: i ' / ''' • V) L as U CI P ''=ixitt ; 4•, 1— ..tiAr . . .;,..7'''.;:e.• /i0p 0 ** / • ,�. •.• +,�. tU Pq Sri to o.i cc IFIN . a r.., ;,..„ . • ,,. .:: .. y , +`�.r�r; r 4,..,,,,,.. . .:r c:, iv „, Isle . • • . <E ... • ".,::: /tr i I% rY , te . � , to ( U 4 Pi — y a w c: °" ' x x x A to • X ° /.. r. t , .: Ago • • ' Ot Ad . / • cv X X o ° X ��` o V? co • U �/ .:::. :::::.,.:::::-.: ..„ , / , „ , „ 0 1 / 4 V '; '` ,iiii•Allij* ,deo, / r- Q ... V. POWTS OWNER'S MANUAL & MANAGEMENT PLAN P age I of -2.0 FILE INFORMATION SYSTEM SPECIFICATIONS Owner Septic Tank Capacity 42/5-0 gal ❑ NA Permit # C-tQZca D Septic Tank Manufacturer 0 m ❑ NA DESIGN PARAMETERS ! Effluent Filter Manufacturer p ,1 ❑ NA Number of Bedrooms Y ❑ NA Effluent Filter Model 5 ❑ NA Number of Public Facility Units 0 NA Pump Tank Capacity gal ) NA Estimated flow (average) L/DO gal /day Pump Tank Manufacturer 161%1A Design flow (peak), (Estimated x 1.5) 6 6 O gal /day Pump Manufacturer O NA Soil Application Rate i 7 gal /day /ft2 Pump Model • t NA Standard Influent/Effluent Quality Monthly average* Pretreatment Unit ANA Fats, Oil & Grease (FOG) 530 mg /L ❑ Sand /Gravel Filter ❑ Peat Filter Biochemical Oxygen Demand (BOD 5220 mg /L ❑ NA ❑ Mechanical Aeration ❑ Wetland Total Suspended Solids (TSS) 5150 mg /L ❑ Disinfection . ❑ Other: Pretreated Effluent Quality Monthly average Dispersal Cell (s) 9 P l l ❑ NA Biochemical Oxygen Demand (BOD 530 mg /L MIn- Ground (gravity) ' ❑ In- Ground (pressurized) Total Suspended Solids (TSS) 5'30 mg /L ❑ NA ❑ At -Grade ❑ Mound Fecal Coliform (geometric mean) 510' cfu /100m1 ❑ Drip -Line ❑ Other: Maximum Effluent Particle Size Y in dia. ❑ NA Other: ❑ NA Other: Other: 0 N 0 NA 1 . "Values typical for domestic wastewater and septic tank effluent. Other: ❑ NA MAINTENANCE SCHEDULE Service Event • Service Frequency Inspect condition of tank(s) At least once every: ❑ month(s) ry' 41 year(s) (Maximum 3 years) ❑ NA Pump out contents of tank(s) When combined sludge and scum equals one -third (Y of tank volume ❑ NA Inspect dispersal cell(s) At least once every: CI month(s) (Maximum 3 years) ❑ NA .yearls) y Clean effluent filter At least once every: ❑ month(s) ❑ NA Ryear(a) Inspect pump, pump controls & alarm At least once every: ❑ monthls) ❑ NA ❑ year(s) Flush laterals and pressure test At least once every: ❑monthls) ❑ NA ❑ year(s) Other: ❑ month(s) At least once every: ❑year(s) ❑ NA 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 cents) 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 (Y 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. • • • START UP AND OPERATION Page of ?/ For new construction, prior to use of the POWTS check treatment tank(s) for the presence of painting products or other chemicals that may impede the treatment process and /or damage the dispersal cell(s). If high concentrations are detected have the contents of the tank(s) removed by a septage servicing operator prior to use. System start up shall not occur when soil conditions are frozen at the infiltrative surface. During power outages pump tanks may fill above normal highwater levels. When power is restored the excess wastewater will be discharged to the 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. ABANDONMENT 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 chapter 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. lv T alua '.. •• • _ . • . • • • : ... _ . • • ' o • mg tank b: •. . • e e. - • • • . ?R0 net, 1b .- N€1v✓ Co NSTR c1�t 0 ❑ 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 Ul - ae - Name Phone �l0 � Phone SEPTAGE SERVICING OPERATOR (PUMPER) LOCAL REGULATORY AUTHORITY Name Name S9— G' 20 � Cdvthy 2ottlttver Phone Phone ifs 3 W(4,— <pa 4S This document was drafted in compliance with chapter.Comm 83.2212)(b)(1)(d) &(f) and 83.5411), (2) & (3), Wisconsin Administrative Code. nov is ugt u9:'+/p LISH HrWI KWULL 715 -246 -5700 p.1 ST CROIX COUNTY SEPTIC TANK MAINTENANCE AGREEMENT AND OWNERSHIP C'LRTIFICATION FORM �� Owner/Buyer _ ,��it/dj� �' Mailing Address 9rtir e -d 0 Af t p //J/ 5 Property Address (Verification required from PIanning Dcpartznen new construction) City /State �G / W/ Parcel Identification Number 824416;) LEGAL DESCRIPTION Property Location 56/4 V., JV' IL( v., Sec. 756 T oC c7`14-R W, Town of Subdivision K677 4 .4f/A ■4 , Lot # 9 . Certified Survey Map # , Volume , Page # Warranty Deed # 7g 6 /0 r . Volume nal 73 `I , Page # Spec house yes 0 no Lot lines identifiabls 0 no SYSTEM MAINTENANCE Improper use and maintenance of your septic system could result in its premature failure to handle wastes. Pwper 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 roaster phnnber, Journeymauplumber, restrictedplumber or a licensedpumper verifying that (1) the on -site wastewaterdisposal system is in proper operating condition and/or (2) after inspection and pumping (if necessary), the septic tank is less than I/3 fall of sludge. Uwe, 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 that your septic system has been maintained must be completed and returned to the St. Croix County Zoning Office within 30 days of the three year expiration date. , /�/ / Orr'' S G TUBE F APP CANT DATE OWNER CERTIFICATION I (we) certify that all statements on this form are true to the best of my (our) knowledge. I (we) am (are) the owner(s) of the property described above, by virtue of a warranty deed recorded in Register of Deeds Office. AT URE OF APPLICANT ,1 DATE """ Any information that is this- represented may result in the sanitary permit being revoked by the Zoning Department " * * ** *• Include 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 U 2 7 391 316 '78Et109 �3 KATHLEEN H. WALSH REGISTER OF DEEDS ST. CROIX CO. , WI STATE BAR OF WISCONSIN FORM 2- 2000 RECEIVED FOR RECORD Document Number WARRANTY DEED 01/28/2605 03: 15111 WARRANTY DEED THIS DEED, made between Neil L. Wilcoxson and Mary Jo EXOPT # Wilcoxson, husband and wife, Grantor, and Kennon J. Bast and Donalda J. Speer -Bast, husband and wife, Grantee. REC FEE: 13.80 Grantor, for a valuable consideration, conveys and warrants to Grantee COPYSFEE: 4212.90 the following described real estate in St. Croix County, State of Wisconsin: CC FEE: PAGES: 2 SEE ATTACHED EXHIBIT A • Recording Area Name and Return Address: Edina Realty Title, Inc. 400 S. 2 St. — Suite 115 Exceptions to warranties: Hudson, WI 54016 Easements, restrictions and rights -of -way of record, if any. 456780 1— S•— 1 - 1 020 - 1110 -30- 000... 020 - 1109 -55 -050 Parcel Identification Number (PIN) This is not homestead property. Dated this 28 • •r: y of January, 2005. ail L. Wi cox Fe * Mary Jo it • * f n 4n * � 1 �'� AUTHENTICAYIO p03 C ACKNOWLEDGMENT Signature(s) No � j j\j SC STATE OF WISCONSIN ) c ` ST. CROIX COUNTY. ) ss. authenticated this 28th day of January, 2005 Personally came before me this January 28, 2005 the above named Neil L. Wilcoxson and Mary Jo Wilcoxson, * husband and wife to me known to be the person(s) who TITLE: MEMBER STATE BAR OF WISCONSIN execut a fore oing instrument and acknowledged the same. (If not, authorized by § 706.06, Wis. Stats.) THIS INSTRUMENT WAS DRAFTED BY *Chen rown Notary Public, State of Wisconsin Peterson, Fram & Bergman — Steven H. Bruns My commission is permanent. (If not, state expiration date: 50 East Fifth Street, St. Paul, MN 55101 3/11/2007 ) (Signatures may be authenticated or acknowledged. Both are not necessary.) *Names of persons signing in any capacity must be typed or printed below their signature WARRANTY DEED STATE BAR OF WISCONSIN FORM No.2 -2000 U 2739 P 317 • EXHIBIT A Parcel 1: A parcel of land located in part of the SW VI of the NW 'h and part of the NW '/4 of the SW '/4 of Section 36, T29N, R19W, Town of Hudson, St. Croix County, Wisconsin; more particularly described as follows: Beginning at the W '% corner of said section 36; thence N00° 16' 10 "E, along the west line of the NW '/. of said section, 1248.49 feet to the north line of Lot 1 of Certified Survey Map recorded in Volume 3, page 669 at the St. Croix County Register of Deeds Office; thence N63 °02'59 "E 148.42 feet to the north line of said SW '/, of the NW '/; thence N89 °26'58 "E, along said north line, 1182.70 feet to the east line of said SW '/, of the NW '/.; thence S00 °21'37 "W, along said east line, 350.04 feet to the north line of Lot 73 of the Plat of Cottonwood Ridge First Addition recorded at said office; thence S89 °26'58 "W, along said north line, 10.00 feet to the west line of said plat; thence S00 °27'24 "W, along said west line, 2096.76 feet to the centerline of County Trunk Highway "N" and a point on a 1999.00 foot radius curve, concave southerly, whose central angle measures 7°10'30", whose chord bears N84 °30'41 "W and measures 250.16 feet; thence westerly, along the arc of said curve and said centerline, 250.33 feet to the point of tangency; thence N88 °05'56 "W, along said centerline, 83.64 feet to the point of curvature of a 2700.00 foot radius curve, concave northerly; whose central angel measures 3 °17'53 ", whose chord bears N86 °26'59.5 "W and measures 155.40 feet; thence westerly, along the arc of said curve and said centerline, 155.42 feet; thence N04 °29'56 "E 244.01 feet to the point of curvature of a 167.00 foot radius, concave westerly, whose central angle measures 34°24'12", whose chord bears N12 °42' 10 "W and measures 98.78 feet; thence northerly, along the arc of said curve, 100.28 feet to the point of tangency; thence N29 °54' 16 "W 274.22 feet to the easterly extension of the north line of Lot 1 of Certified Survey Map recorded in Volume 12, page 3456 at said office; thence N89 °' 12'45 "W, along said easterly extension, along said north line, and along the westerly extension of said north line, 670.44 feet to the west line of the SW V. of said section; thence N00 °37'50 "E, along said west line, 496.89 feet to the point of beginning. AND Parcel 2: A parcel of land located in part of the SW Y. of the SE '/. of Section 36, T29N, R19W, Town of Hudson, St. Croix County, Wisconsin; described as follows: Beginning at the South %. Corner of said Section 36; thence N00 °27'05 "E, along the north - south ' /4 line of said section, 1216.78 feet to the centerline of County Trunk Highway "N "; thence S76 °47'47 "E, along said centerline, 1354.82 feet to the east line of said SW 1/4 of the SE '/.; thence S00 °07'02 "W, along said east line, 897.02 feet to the south line of the SE'/,; thence S89 °33'25 "W, along said south line, 1326.80 feet to the point of beginning. • l Nno3 "OZ . , • SOOz z �r L I '` 8 Z N � aa! arMr� g I � gi I o °1 g il Z w I cg! 9e Np103$iO dlMN 3Hl Ol c=9 Cl3Ar O f 30NMS SHE d03Nf11SY3 1 ■ i LL 1. � 1 r_�a_ =x_. � uK see ez mg � .esy%' ---= - -- - I IN3W3SV33'JIMIY8a �. 1 1 0 • w Z �, -- — &IP3.u.aow pp T _ I Q ° -- ost -• -- . 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