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HomeMy WebLinkAbout032-2128-70-200 / c CA 0 � � - M CD _ \ rr $ 7 \ 7 � o ° m SU $ $ 8 I a £ § & 3 ° ~ \ \ § k \ § § � § ( k � \ k� / / j � 0 2 2 ( E E§ , 0 C-0 : o 2 E « % v > E £�In e -' _ > k j Ln \ § $ § k 8 S a § z § ; i - CD e : w z o 0 0 n r■ ° £ e 8 ; ■ o c 0 0 0 %- � o ■ ■ ■ Ln e w ¥ w a ; 0 % ■ ■ A ; 2 m k A L K - co \ { k > k / 1 ° n E Q / \ § # & m a)M , ( � R . t g 3 2 \ 0 Cc k k / C / z E . §� P� Z ¥ « CL 7 \ k � k > . \\� f • -E n D0Z CL � � � ,0 -, � RZN . CD .,, &Ec 1. ® a kkk m, 2 � to � \ g� a I # 0 m � % 0 E I , 8 E 2 � Parcel #: 032 - 2928 -70 -200 01/15/2010 12:53 PM PAGE 1 OF 1 Alt. Parcel M 09.30.19.1149B 032 - TOWN OF SOMERSET Current ❑X ST. CROIX COUNTY, WISCONSIN Creation Date Historical Date Map # Sales Area Application # Permit # Permit Type # of Units 00 0 Tax Address: Owner(s): 0 = Current Owner, C = Current Co-Owner O - SAUERS, TODD R & CAROLE E TODD R & CAROLE E SAUERS 513 164TH AVE SOMERSET WI 54025 Districts: SC = School SP = Special Property Address(es): ' = Primary Type Dist # Description " 513 164TH AVE SC 5432 SOMERSET SP 1700 WITC Legal Description: Acres: 3.020 Plat: 08- 006 - WAGNER ESTATES 2000 SEC 9 T30N R19W NW SW LOT 21 WAGNER Block/Condo Bldg: LOT 21 ESTATES EXC AS DESC 1653/93 ALSO PT OF LOT 22 COM NE COR LOT 22;TH S 00 DEG W Tract(s): (Sec- Twn -Rng 40 1/4 160 1/4) 92.45' POB;TH S 20 DEG W 134.10';TH S 15 09- 30N -19W NW SW DEG E 159';TH N 00 DEG E 278.88' POB(.144A) Notes: Parcel History: Date Doc # Vol /Page Type 06/05/2001 647363 1653/97 QC 06/05/2001 647361 1653/93 QC 11/02/2000 632877 1555/581 WD 2009 SUMMARY Bill M Fair Market Value: Assessed with: 1933 273,900 Valuations: Last Changed: 11/03/2008 Description Class Acres Land Improve Total State Reason RESIDENTIAL G1 3.020 51,100 178,800 229,900 NO Totals for 2009: General Property 3.020 51,100 178,800 229,900 Woodland 0.000 0 0 Totals for 2008: General Property 3.020 51,100 178,800 229,900 Woodland 0.000 0 0 Lottery Credit: Claim Count: 1 Certification Date: 08/21/2007 Batch M 07 -14 Specials: User Special Code Category Amount Special Assessments Special Charges Delinquent Charges Total 0.00 0.00 0.00 A Wisconsin Department of Commerce PRIVATE SEWAGE SYSTEM County: .1afety And Buildings Division St. Croix INSPECTION REPORT GENERAL INFORMATION (ATTACH TO PERMIT) Sanitary Permit No.: Personal information you provice may be used for secondary purposes [Privacy Law, s.15.04 (1)(m)). 383818 Permit Holder's Name: ty ❑Village ❑ ]sown of: State Plan ID No.: ❑Ci auers, Todd Somerset Township CST BM Elev... Insp. BM Elev.: BM Description: Parcel Tax No.: 032- 2128 -70 -000 TANK INFORMATION ELEVATION DATA TYPE MANUFACTURER CAPACITY STATION BS HI FS ELEV. Septic /Z6 d Benchmark MY 5 Q 6 p Alt. BM 4 p 2. 32 Aeratio Bldg. Sewer P Y6 /0(0.7-5 �Ht Inlet ? -Op . TANK SETBACK INFORMATION S` / Ht Outlet TANKTO P/L WELL BLDG. Airl to ROAD Air Intake Septic 0 � J NA p NA Header / Man. Aeration - N Dist. Pipe M /c � 9 o Holding Bot. System M IV. 63 .sz PUMP/ SIPHON INFORMATION Final Grade �s Manufacturer Demand St cover Model Number PM TDH. -ft Friction S stem TDH Ft L oss d F Forcemain Length Dia. D. SOIL ABSORPTION SYSTEM BED TR NCH Width Length No O Trenches PIT No. Of Pits Inside Dia. Liquid Depth 1 I N ZS DIMENSION LEAC Mau �tur r: SETBACK SYSTEM TO P / L BLDG WELL LAKE/STREAM INFORMATION Type O H MBE o e Num er: System: 6 # DISTRIBUTION SYSTEM Header / Manifold �� Distribution Pipe(s) I x Hole Size x Hole Spacing Vent To Air Intake Length Dia. � Length /�.� 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 xx Mulched Bed /Trench Center Bed/ Trench Edges Topsoil ❑ Yes ❑ No ❑ Yes ❑ No COMMENTS: (Include code discrepancies, persons present, etc.) Inspection #1:_5'// �/0 ( Inspection #2: Location: 513 164th Ave ue, So Ter t, WI 54025 (NW 1/4 SW 1/4 9 T30N R19W) - 0930191149 Wagner Estate Lot 21 1.) Alt BM Description = 0 2.) Bldg sewer length = 2 z ' kited - amount of cover = 7 yz if 3.)l // orltitt 4ee lcc ih 1A& Gwus / � 9f " l.)s�pdrv. Plan revision required? ❑ Yes ❑ No Use other side for additional information. SBD -6710 (R.3197) Date Inspector's Signature Cert. No _ _�_ - -_� __----- _�_ -_� -� - ` -- =- r �� �� «� L� . ,� ,� I� �` �' �� t 4 ,513 1 Avr- Sanitary Permit Application Safety & Buildings Division 201 W. Washington Ave. In accord with Comm 83.21, Wis. .Code � See reverse side for instructions for - ,�th�sap Iisation PO Box 7302 I visconsin Personal information you provide m �(l of Seca oses Madison, WI 53707 -7302 Department of Commerce Submit completed form to coon [Privacy Law, )(m )] �. � ( p county if not �•,,r state owned.) Attach complete plans (to the county copy only) or a syste not le 8 -1/2 x 11 inches in size. Coun State �Sanitary Permit Number M ck if revcscon�to previous appli 4 ' State Plan I. D. Number C c0 I. Application Information - Please Print all Information ST V CRO!X Location: Property Owner Name COUNTY � - Property Location ZONI N,a QFF ICE 1/ 1/4 S N or Property dre Owner's Mailing Adss ; -. { Lot Number Block Number City, State Zip Code J A — one Number S ubdivisi on ame or CSM Number II. Type of Building: (check one) as � s.,.: a..s ❑ City 1 or 2 Family Dwelling - No. of Bedrooms: {� ❑Village ❑ Public /Commercial (describe use):_ J9 Town of ❑ State -Owned �` f r Nearest Road 3> 7 ' K 1 0 (o S 1 Parcel ax Number ii III. Type of Permit: (Check only one box o ine A. Check box on line B if applicable b a - a A) 1. New 2. ❑ Replacement 3. ❑ Replacement of 4. 5. 9. 30 19 . 11S ❑ Addition to System System Tank Only ` Existing System B) Permit Number Date Issued ❑ A Sanitary Perm was p reviously issued IV. Type of POWT System: (Check all that apply) aAer 4 -ic>o PmLo v1 iFU %Non- pressurized In- ground ❑ Mound ❑ Sand Filter ❑ Constructed Wetland ❑ Pressurized In- ground ❑ Holding Tank ❑ Single Pass ❑ Drip Line ❑ At -grade ❑ Aerobic Treatment Unit ❑ Recirculating ❑ Other: V. Dispersal/Treatment Area Information: 1. Design Flow (gpd) 2. Dispersal Area 3. Dispersal Area 4. Soil Application 5. Percolation Rate 6. System Elevation 7. Final Grade Required Proposed Rate (Gals. /day /sq (Min. /inch Elevation 9 � /) 9 y s S AO/ 97 3 - 7 , VII. Tank Capacity in Total # of anufacturer Prefab Site Steel Fiber- Plastic Information Gallons Gallons Tanks Con- Con- glass New Existing crete structed Tanks Tanks ❑ ❑ ❑ ❑ VIII. Responsibility Statement I, the undersigned, assume responsibility for 'nstallaf of the POWTS shown on the attached plans. Plumber's ame (print) Plumbe s Sig pots MP/MPRS No. Business Phone Number l mber's ddress (Street City, t , Zip Code) / c ' , IX. County/Department Use Only ❑ Disapproved Sanitary Permit Fee (Includes Groundwater Date Issued Iss ing Agent Si nature (No stamps) Approved ❑ Owner Given Initial Adverse Surfiwge Fee) Determination, cs0 2- tt - 26c5o X. Conditions of Approval /Reasons for Disapprov w�•xS� W�6id� to $ tom �e* -r<c- RW `p t'k 0✓J �/lRXS KCB ^ "' e `�S SBD -6398 (R. 07/00) C5- J r y � S T/ v Jz N3 It car wiscorAin Department ofCommerce SOIL AND SITE EVALUATION Page 1 of 3 Division of Safety and Buildings in accord with Comm 83.05, W is. Adm. Code A.C.E. Soil & Site Evaluations Attach complete site plan on paper not less than 8'/2x 11 inches in size. Plan must County include, but not limited to: vertical and horizontal reference_point (BM), direction and St. Croix percent slope, scale or dimensions, north arrow �Qiop nd'dict�nce to nearest road. � tc Parcel I.D.# APPLICANT INFORMATION - P/ " print aH jMor ti 032 2035 - 10 ID #9.30.19.607 Personal information you provide may be used pr secondary rp (Privacy Lave, • 15.04 (1) (m)). eviewed B Date , ` 1 Property Owner Property Location Gay len Schilling, Buyer: Greg ohnsonr. <' Govt. Lot NW 1/4 SW 1/4 S 9 T 30 N,R 19 W Property Owner's Mailing Address L9t # Block # Subd. Name or CSM# 498 150th Avenue 21 Plat Of Wagner Estates City State Coder @11<xle(yutpber, City Village ZTown Nearest Road Somerset WI 25. 715 549 -bI73 Somerset 50Th Street ' I I (Vu1Trlb�r rooms 4 ❑Addition to existing building Z New Construction Use: Res D Replacement [] Public or commercial describe Code Derived daily flow 600 gpd Recommended design loading rate •4 bed, gpolftz .5 trench, gpd/ft Absorption area required 1500 bed, ft 1200 trench, ft Maximum design loading rate .4 bed, gpolft .5 trench, gpolft Recommended infiltration surface elevation(s) 97.5, 98.5, & 99.5'. ft (as referred to site plan benchmark) Additional design / site considerations Install 3 trenches using high capacity infiltrators. Parent material Glacial till. Flood plain elevation, if applicable NA ft S= Suitable for system Conventional Mound In Ground Pressure AT - Grade System in Fill Holding Tank U= Unsuitable for system ®S El ® S❑ u N S❑ U N S❑ U ❑ S ®U ❑ S M U SOIL DESCRIPTION REPORT ►s''' Horizon Depth Dominant Color Mottles Texture Structure Consistence Boundary Roots GPD /ft2 Boring# in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. Bed ! Trench 1 1 0 -6 1Oyr3 /3 None sl 2msbk mvfr cw 2f 0.5 0.6 .5 2 6 -24 7.5yr4/3 None sl 2msbk mfr cw if 0.5 0.6 Ground 3 24 -34 7.5yr4/4 None sl lmsbk mfi gw - 0.4 0.5 elev 102.07 ft 4 34 -84 5yr4/4 None sl lmsbk mfi - - 0.4 0.5 Depth to limiting factor 44 98 . q > 84" - ----�— Remarks: - - -- -- - - - - -- - - -- — - - -- - - -- — — 2 1 0 -6 10yr3/3 No ne sl 2msbk mvfr cw 2f 0.5 0.6 S` l 2 6 -13 7.5yr4/3 None sl 2msbk mfr cw If 0.5 0.6 -S Ground 3 13 -51 7.5yr4/4 None sl 2msbk mfi gw - 0.5 0.6 S elev T, 101.97 ft 4 51 -85 5yr4/4 None sl l csbk mfi - - 0.4 0.5 ' Depth to te - limiting factor 34 >85" Remarks: CST Name (Please Print) Signatur / Telephone No. James K. Thompson 715- 248 -7767 Address A.C.E. Soil & Site Evaluations Date CST Number Ref # 340 Paulson Lake Lane, Osceola, WI 54020 5/8/00 3602 1240 PROPEWYOWNER: Gaylen Schilling, Buyer: Greg Johnso SOIL DESCRIPTION REPORT t Page 2 of 3 • •'ARCEL LDJ 032 - 2035 -10 IDl19.30.19.607 A.C.E. Soil & Site Evaluations Depth Dominant Color Mottles Structure GPD11 Horizon in. Munsell Qu. Sz. Cont Color Texture Gr. Sz. Sh. nsistence Boundary Roots Bed Trench 3 1 0 -16 10yr3 /3 None sl 2fsbk mvfr cw 2f 0.5 0.6 5 2 16 - 24 10yr4 /4 None sl 2fsbk mfr cw 1 f 0.5 0.6 • S Ground elev 3 24 -50 7.5yr4/4 None sl 2msbk mfi gw 99.50 ft 4 50 -87 5yr4/4 None sl lmsbk mvfi - - 0.4 0.5 Depth to limiting factor >87" �2 Remarks: _ 1 0 -15 10yr3 /3 None sl 2msbk mvfr cw 2f 0.5 0.6 S� 4 -- 2 15 -28 10yr4/4 None s1 2msbk ftifr cw 1f 0.5 0.6 S Ground elev 3 28 -44 7.5yr4/4 None A 2msbk mfr gw - 0.5 0.6 S 99.09 ft 4 44 -57 5yr4/4 None sl 2msbk mfi gw - 0.5 0.6 S" Depth to 5 57 -87 5yr4/4 None sl lcsbk mfi - - 0.4 0.5 limiting factor >87" Remarks: 5 1 0 -16 10yr3 /3 None sl 2fsbk mvfr cw 2f 0.5 0.6 .5 2 16 -28 10yr5 /4 None sl 2fsbk mfr cw if 0.5 0.6 Ground elev 3 28 -54 7.5yr4/4 None sl 2msbk mfi gw - 0.5 0.6 99.46 ft 4 54 -82 5yr4/4 None sl lcsbk mvft - - 0.4 0.5 / Depth to limiting factor >82" Remarks: Ground F_ elev Depth to limiting factor Remarks: P9.3 a,F 3 Cot zl, P 1 W "119 ner E-5 &A ■ SO;( Qbswvok ;o i p Trr. off' Some.� �. Cro Co ; c.�! 238. 1( 7 � ♦ � I¢ �/Q -b'on 5ca&- : 0O ` he ro / 4 e Z yJ s rcbar. Assc�.,,e d ��-,� e lew = /ca-dc' 'P S77 � 81 s65- Elegy: = ion. iS.� io4.78� Q�� 11110 w .. 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 Design Specifications Sanitary Permit Number $I $ Number of Bedrooms Design Flow - Peak (gpd) Estimated Flow - Average (gpd) Septic Tank Capacity (gal) Soil Absorption Component Size (ft') 6578 Z — ? Type of W astewater Do estic Table 2: Soil Absorption Component - Limits of Reliable Operation Septic Tank Component Soil Absorption Component Design Flow - Peak (gpd) Zlo o % z - ac Maximum Influent Particle Size (in) 1/8 Maximum BOD (mg /L) 220 Maximum TSS (mg /L) 150 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 The septic tank shall be maintained by an individual certified to service septic tanks under s. 281.48, Stats. 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). The operating condition of the se and outlet filter shall be assessed at least once every 3 years by inspection. The outlet felt s hall be cleaned as necessary to ensure_ per operation. The filter cartridge shou d not be unless nless 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 filter alarms may indicate surge flows or an impending continuous alarm. The 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 contain lethal gases, and rescue of a Treatment of holding ank may c g y Y person from the interior of the tank may be difficult or impossible. 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 more intense, and earlier, organic clogging of the soil. I 2 •Nov -27 -00 10:12A P.02 ST CROIX COUNTY TANK MAINTCNANCL'- A CRU MENT AND OWNGRSHJP CERTIFICAMN FORM Owner/Buyer a G f p f� 1 z s Mailing Address_ lit /(~lit r. --zL Property Address S113 14z!'W *..- (verification required from Planning Department for new construction) cilyfslatc Parcel ldcntification Numbe - , SAL DESCRiPTiON ,�51 �r ✓�- 70 -Do0 c�• fb, I Praperty Location /., .�4� !4, Sec. , T3N -R.j_q_ Town of _55gr (LIS L 4tthdivistan .A ,f \�l' _ EIJA,k.s Lot M ,.�.I_�. Certified Survey Map M Volume lam Asge 0 ­ 14, E7 Worranry Dced M (032 ° '7 -) Volume 1 S' Page # Spec )!Dose O esw' no Lo lints identifiable ycs © no TENA Impr0"T use and maintenance of your septic system could result in its premature fatlure to handle wastes. Proper matntcain.c consists of pumping out the septic tank every three years yr sooner, if needed by a licensed pumper. What you put into the system can elTect the function of the septic tank ass treatment stage in the -asts disposal system JIM prppert> owner agrees Io +ubm to St. Crnix Zomns Dcroritncni s ceri4pration form. signed by the owner and by a +assist nlwmhcr,)UUrncyman pluntlTCr. re�trictta plttmlwer or a I�censec! numpervertf'yirg that( l ) the on•site wastewaret disposal system is in propel otmranng ronduion aii(Vor (2) Qfwr twipimtOn and pumping (if accessary), the septic t ank is less than !f3 till of vidgc. Uwe, the underaianSd have read the abovc 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 N atursl Resources, Stzte of Wisconsin. CCrtificajon tilting that your set system hag bccr+ n +ninru ++crl artist he cnmr,teiccl and returned to the St Croix Cowrtty Zoning Off+ce w+lhin 30 ds � JOflji7 c cxpirat+on date. S IGWTLJkE OF APRICANT DATE 0 WIN FsA V R11 FYCATION certify tha all statcnt+'nts on this form are tntc to 0)c best of my (our) knowledge. I (we) arri (are) the owner(s) of the pr r ovc, by visit of a Nvirranry deed recorded to Register of Deeds Office. STG A E 0KAPPI.ICANT DATA " "•• Any infomration that is mis•represttnred may result in the sanitary penrsu being re Yoked by the Zoning Department. '•••'• •• Include with this triplication a st,impeci u .lrrtanty deed from the Register of Deeds off,ce a cnr.• of the cerulicdsurvey map if reference is made in the wormrity decd Nov -27 -00 10:13A P_06 'y 1 �55P><fE X81 S"1 MDAROPWISCONNIN -1999 KATHLEEN H. WALSH Document Number WARRANTY DEED REGISTER OF DEEDS ;;i cRo:cx cc,, WI 'This Decd, muds between No ttingham Developme LLC, RECEIVED FOR RECORD byGre Johnson, its sole menthe•, 4 11-02-2000 900 AN __ -- WARRANTY DEED EXEMPT # (lfantor, and Tud(I R. Saners And C'Ar F. — .. Sa uer, husband tend CEAT COPY FEE: wife, COPY FEE: TRANSFER FEE: 146.20 RECORDING FEE: 10.00 _.... -.. PAGES: 1 � Grantee. (:irantor, for u valuable consideration, conveys to Grantee the l following described real estate. in ­" St ' . Croix _ County, l State of W isconsin (if more space is needed, please attach addendum) Rrcuniing Arc 1,M 21, Wagncr ESiatcs in the 'town of Snmerset, St. Croix County, Namc and Return Addiess wiscamil,. KR ISTiNA OGLAND A 7 YOFRNEY AT LAW P.O. BOX 359 HUDSON, WI 54018 032-2034 - 9;032- 2035 -10 — Pared Identification Number (PIN) Thi, is not hotncstead ptopcny. - CK) tis not) Exceptions to warrMItieS' Easements, restrictions and rights-of- of fecord, if any. Dated this ;;;P day ul October 2000 Nottingham Devele LLC e + C7rcg.fohuson, r !uflc cmhCr AUTIIENTIC'ATJON ACKNOWLEDCMENT tiigtraut gham Develop l.l.,C, by Crcg,lohnson, STATE: OF WISCONSIN ) } ss. its sole'A'ie t .- _..... -- } '41 1f�j �.�, — -- ._.....__.... Couniv ref tic ~s �i <hry tw October 200 Personally came be.firre me this clay of the above n.unctl i a.: k STATJ. LIAR 01' WISCONSIN N ti . N : f. (if not, (o mp known to he the person(s) who tmcc,00 the taregoutg autttc >rixcd by 706.0t), Wis. Sluts.) iostmancnt and acknowledged the same. THIS INSTRUMENT WAS DRAFTED BY + _ Attorne Krist.ina Ogla TNolary Public, Slate aC Wircirn,in Hudson M ("t) nmiscion is permanent. (If not., state expiration date: (Signalums MAY he tnrlhenticata,l ur acknowlr0gr(I. Roth rfre apt nccn igry.) " Names or persons signing in any capaeity mnNt hr. iypr(l Or printed hc 10kV their Nignt)WTe, Intonneton1 °roiesvonsnCompenq, fondrvLac, WI aoo -,55-2,721 wA RItAN 1'Y ULCU STA t'L BAR OF WISCONSIN NORM No. 2 - 1999 --wd ov -27 -00 10.13A P.07 . 1 904,0 - ,- - .. Wit _:�'r_ _ - -__�• :` _ — �- ..,_ /,/ 279 P - Opo LOT 2 f i 11,,ACR \ T 2 AC's'� '� RE I A CRE }; 9� , 4 .. 3.0 A ;- - in J I % .y,AV - -t r / ....• ' . 225' -._ 648' LOT _ / x 6. 3 .0 R s LOT 1� 4 C S) } \ cu �,- - 3.0 ACR S ` _, (2.7 ACR !s1 / COMMENT FORM FOR FILE Date: / / Violation #: OWNER NAME: PROJECT NAME: PROPERTY S �3 /( �v C MAILING ADDRESS: ADDRESS: 1 TOWNSHIP: J� f COMPUTER #: 03 z- Z /L - v ao PARCEL #: 9 3 0 / Q - S ZONED: Ap, -1 t INFORMATION: (INCLUDE DATE) I I 0 0 , 61 Of Ol 4/ Az 1-41 INFORMATION /CORRESPONDENCE (Include date) / �/ AFFIDAVIT OF CORRECTION Document Number I, Douglas J. Zahler, Registered Land Surveyor No. S -2145, do hereby certify that: The plat of Wagner Estates in the Town of Somerset, recorded as Volume 8, Page 6, Document #628618, shows a Stormwater Retention Area on Lots 21 & 22 with a High Water Line Elevation of 898. That a driveway has been constructed on said Lot 21 and crosses said Stormwater Retention Area dividing it into two separate Stormwater Retention Areas. That the High Water Line Elevation of the Stormwater Retention areas easterly and westerly of said driveway has been recalculated to be 897 and 898 respectively. Recording Area That the lowest ground level elevation on a drainfield that has been Name and Return Address installed on said Lot 21 is 898.0 Douglas J. Zahler S&N Land Surveying, Inc. 2920 Enloe Street Hudson, WI 54016 Parcel Identification Number (PIN) Douglas J. Yahler S &N Land Surveying, Inc. 2920 Enloe Street Hudson, WI 54016 \\��a����nn m i mnuun�,,,, Subscribed and sworn to befol�``�>�Y, Approved for recording by St. Croix County this }'� day of\ �I ��� this day of ,2001 XAOTAR Y N otar P , St. Croix Clty, '�UBLIG : 2 My Comma 'on expires N ap� Drafted by: Douglas Zahler This information must be completed by submitter: document tide. name & return address and PIN (if required). Other information such as the granting clauses, legal description, etc. may be placed on this first page of the document or may be placed on additional pages of the document. Note: Use of this cover page adds one page to your document and $2.00 to the recording fee. Wisconsin Statutes, 59.43 2m WRDA 2/99 St. Croix County Zoning Department Fax To: Pete Kling From: Jon Sonnentag Fax: 715 -684 -2666 Pages: 6 Phone: 715 -684 -2874 Date: 08/24/2001 Re: Wagner Estates — lot 21 CC: ❑ Urgent ❑ For Review 0 Please Comment ❑ Please Reply ❑ Please Recycle • Comments: Pete - Would you take a look at this paperwork and let me know if you see any problems. This was a situation where I went out for a septic inspection and discovered we were in a retention area. It was not caught during the review of the permit, because the lots were incorrectly numbered. On the map I am sending you, the lots should actually be numbered 21, 22, & 23. The lot we are dealing with is lot 21, lot 20 on the map I am sending. S &N did some re- calculations to show that the septic system will be ok. They will be recording an affidavit to document the new elevations. Thank you for your time. Jon R . 30. ► �, r► `f9 S & N Lamed Sur y g, In c. 2920 Enloe Street Hudson, Wisconsin 540 (715) 386 -2007 Fax: (715) 381 -5338 FAX Transmittal To: o n O h n en Fax No: From: Fax No: 715/381 -5338 Project Pages: Project Number DATE: MEMO .l . 08/03/2001 07:02 17152320492 ACA INC PAGE 01 Fax LETTER Date: August 3, 2001 c«pargeoffim yob Tmhm gy Wve 8, S"A No. of Pages: Mwtl w w VA 5M1 (including this pego) 715. 217 -MOD • lout 713.292.8492 Hudon OMM; 212 11hfnW 5lret TO FROM HU*%wl W16 Name: Doug Zahler Nam: Torn Hubbard 713.91.3335 Company: S 8 N Land Surveying FAX No: 715 - 232 -5492 FAX No: Filo No.: 5057-001 Wagner Estates MEMO Doug, I checked Volume/Ares for the pond in question. It appears that at elevation 897 we have 0.46 Ac-Ft (approximate, as we do not have 1' contours). As you can we on the attached spreadsheet, we need 0.44 Ac-Ft. I'm not sure how much volume the driveway takes up, but we only need 0.33 Ac-Ft on the other side of the driveway: Just looking at the plan, it appears that we should have adequate volume, You may want to check the weal aide of the driveway to make sure. M you End "you hove not received Mo transmission In Its ontiirety, pleose contact the sends► listed oboe* M Auth•Consultineassociates Enginem, Building Engineering 08/03/2001 07. 02 17152328492 ACA INC PATE 02 OJOS * 5057.001 OJOS TITLE: SMITH PROPERWO CLIENT NAME' CARRIAGE HOMESr,7FILE NAME: Carriage H Njaminic ry ARtrJI 1� ti - t 1 2.25 8 a mla Type lI Can lions fTWo 2 1 3 sslend Q.81 Bi ac b#3 2.Z5 85 2.351 1.8'Sd Fuld 1.44 81 2.25 otaUCom ait 2.26 Type II 100 a 3,$50 3.140 60 S.3 S a. 2.111 1.457 10 42 1,730 1.11b s 1.297 0.805 O.a1A 2 2.8 0.774 'Based On a 24 Hour storm event. B . 00001CN) - 10 0 ■ {(P - 0.2'S)A2)1((P +.88)) plume in A** -feat r Table 5 tal ss Rate Inflow Starn� Event° 2 S 10 25 50 100 NWW 2 07 - - 0.00 -0.09 1 0.07 -0.03 -0.11 0.21 25 0.13 0.03 -0,05 -0,12 - - 0.27 50 0.20 1 0.10 0.02 -0.06 - 0.14 0.35 100 0.30 1 0.20 O. UP 0.04 -0.04 1 -0.15 0 -" Bowdon poet osvelopeo cAve number. *"` SoaW on prv-do wslepee curve nurnper. STORAGE - (CrN1Zpaw - (O*AM2)pm 08/03/2001 07;02 17152328492 ACA INC PAGE 03 C1JOB N: 5057 -001 f1JOB TITLE SMITH PROPERTYOCLIENT NAME, CARRIAGE HOMESQF14E NAME; CaMWO H AREA" amts 1 1.4050 8 enn a a14D Type II able 2 C able 3 r rassl 0.42 01 ac Ids 1.60 65 om Field 1.26 61 e aUC 1.86 70 Tdtai/Corn 1.40 d5 Typo ll 1 6 3.138 3.300 5.3a5 2.351 so .3 2.785 25 4.7 2.291 1.+157 10 4.2 1.1193 1,140 5 9.5 1.430 0.805 2 2.8 0.1183 0.,16 'Baoad 04 a 24 hour storm event, S = (l OOOKm -10 0 = t(P - 0.2'6)^2l((P+.aS)) Guam olurrls in AcL-fevt Table 5 elesse Rate Intl" OCrtI Ever* - Storm EvWKO" 2 5 10 25 so 100 I+e 2 -0,07 - - - - - 0.05 5 -0.01 -0.09 - 0.11 10 0.04 -0.04 .0.10 - 0.18 25 0100 0.00 -0.00 -0,12 - 0.20 30 .1+1 0,00 -0.01 -0, -0,13 - 0. 100 0,21 0.13 0.00 0.01 .06___L -0.14 0.33 - Bawd on poa aev. toped owe number. ftwd on pro-0evsbperrt ounce number. 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