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HomeMy WebLinkAbout040-1010-70-200 0 to p ,j g v 0 T v o C wj 0 . �. ( m cp D 3 ; C - F z o w c o 0 0 O c0 W A `C • CD 3' N N 0 CD K � P Imo. J (D co r`3 j N C' tD O cn ' O 1 cD ...: O co O O W\ Q. Cr O O N J rn"I N) o rs W O (D m p D o .r O c c 6 N A O 7 fq m cn CJ7 A O �c v o i Q m W T o r- N o co ° v O CD a 05 z V CL o D o c O c y� o o y! a 3 3 .. CL O O O rye• p f N N° o W D ` O Ct 0 N ( r CD . in N N (D W G1 N ��w N 0 O z Z co Z '...I N ° D o p N C . ) O CD C N . m a CD �p — —I N D O Z in c � C I cn � W W CO co a `-° z o A N z W CD P I p�j d C 6 O C I W T cn � _ C Z cD N � I y I a N y I b O 0 Q N � CD CD N I CD O I A _ O Z7 C 7 N w tnn O O t Parcel #: 040 - 1010 -70 -225 09/01/2009 11:51 AM P 1 OF 1 Alt. Parcel #: 03.28.19.42A -25 040 - TOWN OF TROY Current X ST. CROIX COUNTY, WISCONSIN Creation Date Historical Date Map # Sales Area Application # Permit # Permit Type # of Units 12/04/2006 00 0 Tax Address: Owner(s): O = Current Owner, C = Current Co -Owner O - SONNENTAG, JON M & AMY L JON M & AMY L SONNENTAG 616 TOWER RD HUDSON WI 54016 Districts: SC = School SP = Special Property Address(es): ' = Primary Type Dist # Description 616 TOWER RD SC 2611 HUDSON SP 1700 WITC Legal Description: Acres: 3.009 Plat: 5323 -CSM 22 -5323 040 -06 SEC 3 T28N R19W PT NW SW & PT SW NW FKA Block/Condo Bldg: LOT 03 LOT 3 CSM 12/3492 BEING CSM 22 -5323 LOT 3 (3.009 AC) Tract(s): (Sec- Twn -Rng 40 1/4 160 1/4) 03- 28N -19W Notes: Parcel History: Date Doc # Vol /Page Type 02/06/2009 888232 WD 01/30/2009 887692 SD 02/16/2007 844632 AFF 12/04/2006 839902 22/5323 CSM more 2009 SUMMARY Bill #: Fair Market Value: Assessed with: 0 Valuations: Last Changed: 08/24/2007 Description Class Acres Land Improve Total State Reason RESIDENTIAL G1 3.009 60,500 351,800 412,300 NO Totals for 2009: General Property 3.009 60,500 351,800 412,300 Woodland 0.000 0 0 Totals for 2008: General Property 3.009 60,500 351,800 412,300 Woodland 0.000 0 0 Lottery Credit: Claim Count: 0 Certification Date: Batch #: Specials: User Special Code Category Amount Special Assessments Special Charges Delinquent Charges Total 0.00 0.00 0.00 Wisconsin Department of Commerce PRIVATE SEWAGE SYSTEM County: St. Croix Safety and Building Division INSPECTION REPORT Sanitary Permit No: 395195 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: Huerta, Roger Troy Township 040 - 1010 -70 -200 CST BM Elev: Insp. BM Elev: BM Desc' do (7U C'I....n . d1 cu� S uw ''mac = C�BNti TANK INFORMATION ELEVATION DATA TYPE MANUFACTURER CAPACITY STATION BS HI FS ELEV. Septic l�4— SElL Benchmark , 0D .� Dosing Alt. BM Aeration Bldg. Sewer fl• O qs•� Holding St/HtInlet ��•�� t TANK SETBACK INFORMATION 4 N� �t► st/ Ht outlet �2 2O 93•�fS TANK TO P/L WE4L B q. Vent to Air Intake ROAD Dt Inlet Septic � / I Dt Bottom Dosing Header /Man. � 'S � / A) 12.17- Q2• }3 / Aeration Dist. Pi Se e, t� � Holding Bot. System PUMP /SIPHON INFORMATION Final Grade '�l ��' �`f •bS r nufacturer Demand St Cover b 23 GPM Model Nu r TDH Li Fr n Loss System Head TD Ft r Forcemain 779th Dia. Dist. to Well SOIL ABSORPTION SYST V. BED/TRENCH Width t LktMth � No. Of Trenches PIT DIMEN ONS No. Of Pits Inside Dia. Liquid Depth DIMENSIONS SETBACK SYSTEM TO P/L LDG WELL LAKE/STREAM LEACHING Manufacturer: INFORMATION CHAMBER OR 1 6 to 0 t F SECS Type Of System: 5 / 5v / UNIT Model fyumler. 1! [ DISTRIBUTION SYSTEM Header /Manifold f u Distribution � �x ole Size x Hole Spacing Vent to Air Intake 6{. Di (s) �" (o� Length Dia \ Leng Dia Spacing SOIL COVER x Pressure Systems Only xx Mound Or At -Grade Systems Only Depth Over Depth Over xx Depth of xx Seeded /Sodded Mulched Bed/Trench Center Bed/Trench Edges Topsoil Yes No xx Fis] Yes [j No COMMENTS (Include code discrepencies, persons present, etc.) inspection #1: -1 / g / Inspection #2: IV Location: 616 Tower oad Hudson, WI 54016 (SW 1/4 NW 1/4 3 T28N R19W) NA Lot 3 1.) Alt BM Description = ca%- .. 5 5 11 $,t • tAJ2S �) ,�,,_-./ L;• LZ - 2.) Bldg sewer length = fl ( C o amount of cover, = �n (; j t q, t b tti • - acs Plan revision Required? ❑ Yes X No [ I T Use other side for additional information. Date Insepctor's Signature Cart. No. SBD -6710 (R.3197) i J. 'WJ �1,'k� y �'• `i 60).ot �b c� fil 00 � S�•ft za�o9 Safety and Buildings Division cowq 20 1 w . Washington Ave., P.O. Box? 16 Vim . � 5377. � , w onsin De atrtmant of Commerce '' ♦'a' ✓► PePlYllt App]1t�Rt10II s`�3 ?.5y V aN ao via CasesD sg•xi. Will Ads. CoAa, personal k ormsdon you PW O C6sek it Revision VW be w tat Law s1S. 1 m Sure plan LD. Number '\ L APPHO dsn mtoratoeloa - Hattaa hlrt All Iocarots�tl4n : ' > a Owssr'a Namr „� p 10 _ 3 © - Z O(D I n �r Va��a Z z �,,,,� Addaas � propet{y � p . Ataitlsr� � ? �Q01 U) 'AN U) 'A s 3 ,a N L ° I r (is9 ,i. La Number C'/I Zip Code �, N Block Numb C111 Stass 1 � Subdivision Name CSM Number t- s A .,` HL) U SON w I EL T7pe St 3WIft (dock A Wet `PPa) s Orb► 1 a< 2 Ptnsiq► Dwreilis{ - Nttmb sc d Rsdeaoms ❑ Rad Neatest Osaw owmel N� S 3�K'Sr2.5 r6 D E B :P � M aae boat as A car bdernel Ul Camper �.'I'7ps d Pttetott: ( �b m Cemrty Use ; A. 1 New 2 0 R koamsat Sys m 3 0 Rqbcg=u of 6❑ Addition a TWA Only `� Date hoed B. ❑ tbnok if S ANY w� Resod per Number aB Woe pbN sd eme is tae lw rod oae) - T/1► f`/c lf� 5 - 3 C tY�Nt t c.c•�. IV.'lypa a[ Irtemit: (Cheek 47 13 sard pilfer So ❑ Cansual wedw d 44 ❑ Noe I*mmdaed 2111 Mwtd pass 510 Drip Lie 22 0 pteautiasd tit!b " 41 O lioldir� T.ek 11 sip 43 ❑ A000110 46 ❑ Aerobic'hsm weat Udt 49 ❑ Recirculeft 300 Odor V. Area wtaem>adon: percolatioe Rate SYa > S n �J T Dis persal Area Dispersal Area Soil Apptiation Datlpr plow (we proposed R&Woals./Daye►Sq.R.) 9 I tee Number . gyre Steel Piba Plmnc VL Took Inca t Maadacturar cemuua°a ciLat t3rdlaae j New swift SspdowTak /b �. Z Q mom rmpoo.�mty for idtauatkn of We powPs shown m Rbe attae4ed VII. i�/l�RS Number Buts Phone Number playa Nun (Pri� � t��. l .� � �% Z z S 1h 3 � 3 S'� -� f(6 �' Z.. pMaeber's Address (Street. CO. State. Z4 Code) / EVUL Uae r Date weed wab>s Apes (No stamps) Q APP'a ❑ D � � flat c t3rarrrdw•� O 0w M GW=1dtW Ad"M 2- Z S O Determination • 1lasoae car DMppr"W ��!~ IL Condwm of / f 3 y �� bdl W Ohrc 9 raol2 > imt t� S'� V � �F S y � r ✓ � n.e tx cer . p r GYLSCri6eal Soi'/ h� c� L14111 �` e to e m Attss� esyiMs /� Me tlN Cseaq; — *) Ar do 4� srt i■. rasa Sw x u hm" In An i SBD"399 (R. 05101) k6 S * SSy 3 3 La7`� 3 �/� To Lt) ek 2o41l n _ s s t� r� r / — 9� S o' " 9/w d {q' — 96,7 a� y D � 6 -61, g o 1 0 I o- 70 - z av 2- ,�� g- q Z (400 W= �q•Cho 5 ia,";a- I f3- 310 D� vs� / F o 7 -- b `t CL i i H AW BI V(ZA ' To f � D- t t (A) F (c.. 12 a eA 10 C'�`�'� J is M r Hits f: T7 I / 3 - EAe M TtZ N �� 3• T,P, ,�c #1 J# Bi oDiffuser•e • • 76" 00 00 00 00 00 00 00 00 0 OD OO �� OO �� OO OD C=JI DD OO DO 00 DO Ol OO Dl OO OO Chamber �� DD �� DO OD DO OO DO OD Height OD OO OD 00 OO OO OD DO OD OO DO OD DD DO DD 1� Dl Ol 00 00 00 00 0 00 0� 00 00 All three BioDiituw sizes tom) ---- withstand H - leads installed with prWpe0y graded Chamber and coMPWed soils. A mini Height mourn of 12" of cover is required,for H -10 loads. The End View 14" High Capcity Biouffusar is designed for H -20 loads. A min, im of 18" of cover is 34° c wred flu H�2Q <Ws.. 4" Knockout Universal End Cap AvCi lable Sizes Chamb , Length 76" 76" 76" Width 34" 34" 34" Height 11" 14" 16" Invert 6.5 9 11.3 10 Wisconsin Department of Industry, SOIL AND SITE EVALUATION REPORT Page \ of 3 i kabor and Human Relations t �Oivision o safety & Buildngs in accord with ILHR 83.05, Wis. Adm. Code COUNTY • Attach complete site plan on paper not less than 81/2 x 11 inches in size. Plan must include, but Ste �yY_ not limited to vertical and horizontal reference point (BM), direction and % of slope, scale or PARCEL I.D. # dimensioned, north arrow, and location and distance to nearest road. h1D �IxJ G APPLICANT INFORMATION PLEASE PRINT ALL INFORMATION PROPERTY OWNER: PROPERTY LOCATION NW N') V�� Clrr C- U)JC11"�{ (�6;69T S w 1/4 "W 1/4,S 3 T 18 ,N,R lq E (o W PROPERTY OWNER':S MAILING ADDRESS LOT # f' BLOCK # SUBD. NAME OR CSM # 6oS �>,�� 3. - push cswt CITY, STATE ZIP CODE PHONE NUMBER ❑CITY [ ®TOWN NEAREST ROAD l vvj*v'�' Sd} - , �'j � ()iS) 38 -"2o I-je2 [JQ New Construction Use [Xq Residential / Number of bedrooms [ ] Addib.Qn to existing building [ j Replacement [ ] Public or commercial describe Code derived daily Bow tASZ gpd Recommended design loading rate bed, gpd$ - S trench, gpd/ft Absorption area required — bed, ft ° f 0 O trench, ft Maximum design loading rate bed, gpd/ft2 . S trench, gpd/9 Recommended infiltration surface elevation(s) SQ ►. TM o►j P, It (as referred to site plan benchmark) Additional design / site considerations ' Parent material s'% t o s Flood plain elevation, if applicable M• A , ft S = Suitable for system CONVENTIONAL MOUND IN- GROUND PRESSURE AT -GRADE SYSTEM IN R L HOLDING TANK U= Unsuitable for s stem S❑ U R1 S ❑ U ® S ❑ U Jos El U ❑ S [RU EIS O U SOIL DESCRIPTION REPORT Boring # Horizon Depth Dominant Color Mottles Texture Structure Consistence Boundary Roots GPD /ft t^Q W in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. Bed JTrench tOd e ZT 7S>) wvT i:l,,, 5; w . - 1':S-/%2_ 31Y '.G, i.- s 1 1. S " V - Ground o lq.53 ft. L^ l N ECEIVE D A Depth to 9 q$ limiting al 9z.a ' factor 33.& 3 ° COUNTY -7 (3 4 n �. Remarks: Boring # 9 1 0- 13 wl`fh S 2= Z °� - zZ �,�� - tom �Ct� — si � Z wt�►� c.w - . S .6 .� z ' 3 31Y s�h N uil1 O. S Ground _ elev. 68 _1 Do ti R �!L q s ft. `f LS P.CS Depth to lim iting a � 92.0 r ,. � sol'`f 4 rl T 3 �„ Remarks: CS T Name. Print Arthur L. We erer Phone: 715- 425 -0165 egerer Soil Testing & Desi Service -P.O. Box 74 River Falls,WI 54022' Signature: Date: CST Number. 2 "77, q l$S �l 7- 2y M00576 PROPERTY OWNER 1`1ow1 SOIL DESCRIPTION REPORT �.• Page — of _3 PARCEL I.D.# Dominant Color Boring # Horizon Depth MOttles Texture Structure Consistence Bot.rxiary Roots GPD /ft InCw in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. Bed Trends COQ Z Y.-Lir. � �� •S , s nn0. Ground w`1` -3 S to �b0 >h C .s _ `� •s. ,y elev. CL. — S `/ bl,- tu`1R 6 l — - — — �.SL3R Depth to limiting factor 6b" Remarks: Boring # El o -a t�� — si Z'F wl'F►- ch, t`E s ,6 S 2 $ -3q to`'lbz 3 LL _ S) I z� wtft- CS > �� s I 1 �sh>T N• elev. y rn U 'PI -- 8 • S ft. Depth to limiting factor ?'1 Z Remarks: Boring # �SbVZ Vj a, L'� 5 tiS: W- Vround 5�1� 1MU �►� — ` elev. q ft. Depth to a 84 ? limiting 36 factor Remarks: Boring # Ground elev. ft. Depth to limiting factor Remarks: SBD- 8330(R.05/92) P t ".' PLOT PLAN g 3 Pa e 3 of SCALE 1 "= 3Q ' %Y-I Z Jam bE - -- — - - - - - -� — — - -- -- - - - - -- — — � 5 9 s I �1Zc�v �tt� S �3. 1 rJ "Y- 6o U" C,\ `Tl (�►E OF G� S11?cJc (7 D�, D2l v� w P(�( crt�p 4h" �v 9 � `TO F3 E Rfi � 2 � i=rw1� `C1ZtskKtf� s 0" . 4 ' C) 1 t l+l — �-, tuu. cvJ`SA��L 3� GMVkA,:� It- 6 " - b1 R, _MQt< aS-6'oKj svj►ze Zz "uu;a GMLA�b «. Wou):� F-EkAci-- Po ST, ( 715 ) 42.5 14 0 5 7 6 CST Signature Date Signed Telephone No. CST # Wisconsin Department of Industry SOIL AND SITE EVALUATION R qP O RT Page of 3 Labor and Human Relations t thvision ofsafety & Buildings in accord with ILHR 83.05, WIS. Adm. Code COUNTY Attach complete site plan on paper not less than 81/2 x 11 inches in size. Plan must include, but not limited to vertical and horizontal reference point (BM), direction and % of slope, scale or PARCEL I.D. # dimensioned, north arrow, and location and distance to nearest road. p �h►btnJ APPLICANT INFORMATION- PLEASE PRINT ALL INFORMATION REV DBY TE /a `1'c� PROPERTY OWNER: PROPERTY LOCATION Nw flUr� I�t C12 C pom G6 9T S w 1/4 m1v 1 /4,S 3 T 28 ,N,R 101 E ( W PROPERTY OWNERS MAILING ADDRESS LOT # BLOCK # SUBD. NAME OR CSM # 60S �w iZ �� 3. - push csi-t' CITY, STATE ZIP CODE PHONE NUMBER E]CITY E]VILLAGE ®TOWN NEAREST ROAD Sit ul t, (lt S ) 38 6 -Z g 3l (JQ New Construction Use [X[ Residential / Number of bedrooms [ ] AddifiT to existing building [ j Replacement [ j Public or commercial describe Code derived daily flow ` D gpd Recommended design loading rate - bed, gpd/ft • - S trench, 9pd1ft Absorption area required — bed, ft ° i 0 0 trench, ft Maximum design loading rate '4 bed, gpdfit . S trench, gpd/1`1 Recommended infiltration surface elevation(s) SQ� QoTt-_ o yj Pk) �S ft (as referred to site plan benchmark) Additional design / site considerations ' Parent material ovA S1 Flood plain elevation, if applicable M, It S = Suitable for system CONVENTIONAL MOUND IN- GROUND PRESSURE I AT -GRADE SYSTEM IN FILL HOLDING TANK U= Unsuitable fors stem RS ❑ U RI S O U ®S O U 2S ❑ U ❑ S [RU ❑ S ® U SOIL DESCRIPTION REPORT Boring # Horizon Depth Dominant Color Mottles Texture Structure Consistence Boud3y Roots GPD /ft in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. Bed tench Yh.Th i , 1'� • S � 4-- fi Z. to - 1.SY%2_ 31y G� s1 1 ��`�k My 4E - 4 s Ground elev. ° lq.`a ft. Depth to limiting factor OM Remarks: Boring # 10' tz- _ 13 3 ZZ_6� �.syrZ 31 Y — G�31 1 �s1�l�c wt U'F�- io g - ��( • S Ground _ �sbk elev. � 68 - �.o�t � 6 /►, L S " v� C S ft. Depth to limiting factor Remarks: CST Name: — Please Print Phone: Arthur L. We erer 715 - 425 -0165 ress: egerer Soil Testing & Design Service — P.O. Box 74 River Falls,WI 54022 Signature: late: CST Number: It 7�- a8_1$S M00576 PROPERTY OWNER O — WJCoM SOIL DESCRIPTION REPORT Page_ - -of , 3 ' PARCEL I.t). #� Boring # Horizon Depth Dominant Color Mottles Texture Structure GPD /ft In. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. Consistence Boundar Roots Bed Ttgndi wi`Fk cL 1�` •S Ground 3 Zy.� 6 ln�� 3!y S 1 e ►�, 'P►. elev. �L.S ft. `( b(, Lu4R 6 �3 IJ� I NP Depth to limiting factor b b" Remarks: Boring # 0 -a LO�tL 3!3 � S 1 \ Z'�S�Y� ►'►'f� Cyv 1 � • S ; �, L f�- C s L Sll Z s Ground �•S-VrZ 3 !y - G� s 1 �s h>z rn U�{- -4 S elev. ft. Depth to limiting factor Remarks: Boring # 5 Z 10 3A. Ground 3 31 -7Z �.S `t2 3[y - S� S�1 Yo -,C� — •L5 elev. qZ3 ft. Depth to limiting factor Remarks: Boring # Ground i elev. ft. Depth to limiting factor Remarks: sBD- 8330(8.05/92) PLOT PLAN Page 3 of 3 SCALE 1 "= 3Q ' 9r1 'A Z �. 99 S \ Yj\ SO g-Z _ 1 r f Z\ CI± S e.• 3 S �3 1 Q4 �t �i V 60 mac,\ t1 6 �? W NZlt1 )J 7t, S U I I'(C U tfi2� - A S ttU _. � Rt-Ltw E `TZsN Ck`l '1SLN'\^'TWIu S TM E OF GJv S cJC (7 �o �..0 Cs� p►v �4t1� g l0 BE PvT U, - :k3T ? i PW-t lR tf� S 5 o , .r t ' r _ , vim- Qpr�D X11+ 1 - �-. ►uo • o' oaJ ' Sptk tr 13 Y fMOU t (S fZO U+4i 0- 6 " - bi R . - met toot) Few Po ST. I qg — l85 F; l l GCi✓i�.� I; �� ei � Z `/ (715 ) 42.5 —n 65 _ 1400�7b _ CST Signature Date Signed Telephone No. CST # Private Onsite Wastewater Treatment System Management Plan Septic Tank And Gravity In- Ground Soil Absorption Component Pursuant to Comm 83.54 Wis. Adm. Code each Private Onsite Wastewater Treatment System (POWTS) shall include information and procedures for maintaining the system within the parameters of Comm 83 and 84, and the conditions of approval by the department, agent, or governmental unit. The approved plans and permits for system are on file at the county zoning or health department. This management plan complies with Comm 83.54, Wis. Adm. Code, and the In- Ground Soil Absorption Component Manual for Private Onsite Wastewater Treatment Systems SBD- 10567-P (R.6/99). Table 1: System Des i n Specifications Sanitary Permit Number Number of Bedrooms Design Flow - Peak ( pd) v ' Estimated Flow - Average ( pd) 4 5Z Septic Tank Capacity (gal) I c Soil Absorption Component Size (ft) Type of Wastewater Domestic Table 2: Soil Absorrptio n Component - Limits of Reliable Operation Septic Tank Component Soil Absorption Component Design Flow - Peak ( pd) Maximum Influent Particle Size (in) 1/8 Maximum BOD (m /L) 220 Maximum TSS (m /L) 150 i Table 3: Maintenance Schedule Septic Tank Inspect and /or service once every 3 years Outlet Filter Inspect once a year and clean at least once every 3 years Soil Absorption Component Inspect once every 3 years Septic Tank i The septic tank shall be maintained by an individual certified to service septic tanks under s. 281.48, Slats. The contents of the septic tank shall be disposed of in accordance with NR 113, Wis. Adm. Code (Servicing Septic or Holding Tanks, Pumping Chambers, Grease Interceptors, Seepage Beds, Seepage Pits, Seepage Trenches, Privies, or Portable Restrooms). it The operating condition 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 in the tank that may slough off the filter when removed from its enclosure. If the Management Plan for a Septic Tank and Soil Absorption Component filter is equipped with an alarm, the filter shall be serviced if the alarm is activated continuously. Intermittent n filter alarms indicate a flows or an impending continuous alarm. The the may surge septic tank shall have its contents removed when the volume of scum and sludge in the tank exceeds 1/3 the liquid volume of the tank. If the contents of the tank are not removed at the time of an assessment, maintenance personnel shall advise the owner of when the next service needs to be performed to maintain less than maximum scum and sludge accumulation in the 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 the tank. No one should enter a septic or other treatment or holding tank for any reason without being in full compliance with OSHA standards for entering a confined space. The atmosphere within the septic or other treatment of holding tank may contain lethal gases, and rescue of a person from the interior of the tank may be difficult or impossible. 1 Tank abandonment shall be in accordance with Comm 83.33, Wis. Adm. Code when the tank is no longer used as a POWTS component. Soil Absorption Component The soil absorption component serving this structure is designed to accept domestic wastewater from a residential facility. The limits of operation of this component are shown in Table 2. The longevity of a soil absorption component depends greatly on proper and timely maintenance, and system use within or below the limits of reliable operation. Good water conservation practices by all occupants and the installation of water conserving plumbing fixtures are key factors in extending the useful life of this component. The soil absorption component's operation must be assessed by inspection at least once every three years. The inspection shall include recording the levels of ponding, if any, in the observation pipes, and a visual inspection for any evidence of surface seepage or discharge from the component. On steeply sloping sites, areas of erosion should be identified and reported to the owner for repair. The surface discharge of domestic wastewater or sewage from the system is prohibited and considered a human health hazard. Traffic around or over the soil absorption component should be avoided particularly during winter months. The compaction or removal of snow cover over the component may lead to hydraulic failure by freezing. This type of failure is usually temporary, but is difficult or impossible to repair until weather conditions improve. In general, soil compaction over this ? component will reduce diffusion of oxygen into the soil and dispersal cell, which may lead to p more intense, and earlier, organic clogging of the soil. 6 2 Management Plan for a Septic Tank and Soil Absorption Component Plantings of deep - rooted trees and shrubs directly over or within ten feet of the component should be avoided since root intrusion into the component may obstruct wastewater flow. et roams vo1Z.. i 3 i' 7 -- 710 t ST CROIX COUNTY SEPTIC TANK MAINTENANCE AGREEMENT AND OWNERSHIP CERTIFICATION I+ORM OwrnedBuyer 1 Kb e , - r �� Mailing Address ; P Address G 1 4 R e A 0 (Verification required from Planning Department for new construction) MA N J D Se) L ; _ Parcel Identification Number i E&L DESCR2 Property Location 5 may., ' /., Sec. . T 7 x1 N -R Town of r L � � , z . � . Lot # Wivittion C M S� CerWed Survey M # � �-/ � � � Volume I � _, Page # '-- Volume . Pa e # Warranty D Spec house yes no Lot lines identifiable yes O no i Improper use and mainte result in its premature failure to handle wastes. Proper of your septic system could re msir mace if needed by a licensed pumper. What YOU Put into ' s consists of pumping out the septic tank every three years or sooner, can affect the function of the septic tank as a treatment stage in the waste disposal system. t a certification form, signed by the owner and by a The property owner agrees to submit to St. Croix Zoning Depardrren master . plumber, journeyman plumber, restricted plumber or a licensed pumper verifying that (1) the on -site wastewaterdi"sal system is in proper operating condition and/or (2) after inspection and pumping (if necessary), the septic tank is less than 1/3 ft" 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 bythe Department of Commerce and the Department of Natural Resources, State of Wisconsin- Cettification stating that Yo ur septic system been maintained must be completed and returned to the St. Croix County Zoning Office 30 days o C P DATE S ATtJRE OF APP ICANT C ERT[RI CATION ' certify that a1t sta is form are true to d Register of Deeds Office knowledg I (we) am (are) �e 4lwner(s) of Che . descn above, e a warranty deed recorded 8 DATE S ATURE OF APP sas'aa+ Any information that is mitt - represented may result in the sanitary permit being revoked by the Zoning Depattmmr •����• •• 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 OL 1-1 PFALL STATE BAR OF WI.ii—ONSIN FOR?J 2 — 1982 KATHLEEN H. WALSH WARAAN UY DEED REGISTER OF DEEDS ST. CROI)( L;O., WI DOCUIAENT Nt RECEIVED FOR RECORD 03-23-1999 10:00 AM Sam E. Miller, a sinqle persoll, WARRANTY DEED EXEMPT I CERT COPY FEE: COPY FEE conNeys and waivantsto _E0_1�!_rA- Huerta a sinqle_persson_ TRANSFER FEE: 141.00 and Dianne 1�. �Ga I_q_E(i_,_a k�(!ORDING FEE: 10-00 tenants and riot as tenai Ls in C.ommor1_L_____.__ PAGES: I THIS SPACE RESERVED �OR RIFCORrX, DATA NAVE AN0 RErLRN ADDRESS the �ollowing described real e5tate in St. Croix State of Wisconsin: 04Q PARCE, IL)ENI,F,CAT-ON NikdER Part of the 14W 1/4 of SW 1/4 and part of the Z SW 1/4 cf NW 1/4 of Section 3, Township 28 North, Range 19 West St , Croix County, Wisconsin described as fzillows: � Certified Survey Map filed August 4, 1998t!ziume 12, Page 3492, as Document Number 584323. r 1his is not - homestead property (is) kii not) Exception to warranties: Subject to easements, reservations and restrictions of record. this P; - day of March A.D,, IL)29--. Dated (SEAL) (SEAL) MILLER (SEAL) (SEAL) AUTHENTICATION ACKNONN LEDGMENT Signature(s) State of Wisconsin, St. Croix County.. CA- authenticated thti day of 19 Personally came �xfore me th- 9 day of __March the above named Sam E_ Miller %. TITLE: MEMBER STATE BAR OF WISCONSIN (If not, authorized by §706.06, Wis. Stats.) to me known to be the per ing instluni d acknowledge t THIS INSTRUMENT WAS DRAFTED 3- STEPHEN J. DUNLAP Hudson, Wisconsi.i Notary Pu c, S . CrQJ x rity, Wis. (Signatures may be authenticated or acknowledged. Both are not m :ommission is permanent. (if not, state expiration date: necessary) Names of persuns signing in any�jpj�itys%outdbc typedorprinted bcIom;;.eIr Signatures Xsconsn Lao 613r* CO. WIC S IFAI E BAR OF WISCONSIN %%waukee. W.3 WARRANTY DEED Fnrm No. 2 — 1982 I. _ R L � ACT LJ _ L_13ry I err' 1 5'. 63 CIO-7) , I � 1 THIS INSTRUMENT DRAFTED BY MICHAEL ERICKSON JOB NO. 97 -156 o 2C BEARINGS ARE REFERENCED TO THE n n Z Of `� g WEST LINE OF THE SW1 /4 OF SECTION 3 (� ( 3, ASSUMED TO BEAR S00 10 43'E. ri N _UNPLATTED LANDS N"0" 0' D M £ ? " m 0 o m d n � n N£ m Z � CJI 0 Z M " n r D vl W� °° �d (CJt d WEST LINE OF THE SWt /4 Z WEST LINE OF THE NW1 /4 ry N N 00 W N 00'18 45 w - U F • • D 418.71 " W m ,'r N00'18 45 "E D O �D -i N 00'10'43" � ' w W ro Z 2278.98' U W 2374,81' N Z £ D r N P M� M LO rn r I (n n -1 n 0 O d 1 c o O L i ° ° - a n 295.3 ID Lin z Z Z Z = cn v� n `' W E `� ° w o M v v ao o S 05'04' 4 ,6" S , w w c 9 7, (� —1 F---i W d 0 -�-) .o 01 � I r w , n C- F-- i N n w� m I -� OO M £ 0`N R io f Z fTl�= d Z N C O 00 -U r z q C L- J d '�� - - ' T N 01 °04'00" E 461.69' m i D 70 0< �-r� i 0 -9 Frl 1 - -- 1 XP W . D z o 0;' N —1 O f or � CA W z 1 �'� 1 - -- rn D a w l - - - - - -- W z 1 - -- (n 00 n t� Gl 1 Q 0 p m (A p H = 11Q 1 0) yr 1 C/) H Z Z � I Z I J o > (7 11 1 Z J r bo 00 rn co w v Z '103 1 i D rg c a r D N o � S 00'0£3'08'i W 348.55' i n y 00 x ZZ c m rri O m I Z D too 4 z rrq c Z t7 - _U 3 N SMALL TRACT Z AZ M %10 -j m ti r� o Z�. W � z c - c ja O M D D f'1 d H a� W ;0 y 01'1"1 a r - o 0 < �� Dealt ® Z o £ z Y M M Serving Hudson 0 E3 o 0 for 23 years z z o 0 � Dave Anderson 715/386 -2424 Broker Pager 715/381 -0700 305 Locust St. Fax 7 r " Hudson, WI 54016 Home 7' " `''q6 -2225 ,