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022-1015-30-250
Wisconsin Department of Commerce PRIVATE SEWAGE SYSTEM County: St. Croix Safe uilding Division INSPECTION REPORT Sanitary Permit No: G Aj 1%-3C79 0 ENERAL 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)]. ?3 9 Permit Holder's Name: City Village X Township Parcel Tax No: 5�� v � .. �•�. IC n P, 6 22-1615-30- 256 CST BM Elev: nsp. BM Elev: BM Description: Section/Town /Range/Map No: goo �M I C 5 T • 2 . PT• 76 -ZS TANK INFORMATION ELEVATION DATA TYPE MANUFACTURER i CAPACITY STATION BS HI FS ELEV. Septic / 7 I �� J F� ` / Benchmark '(t Dosin W n Ip c� g C o nti 5� Alt. BMG�1' ��}) 1a3. /d.3Z �7, q, Aeration l Bldg. Sewer ✓ � /2. a8 Holding St/Ht Inlet TANK SETBACK IN RMATIONI St/Ht Outlet �\ TANK TO P/L WELL BLDG. Ventio Air Intake ROAD Dt Inlet Septic 7� � 1 / Dt Bottom 7 * F, '. � Dosing � ! � Header /Man. L Z ) r �9� /' Z<6 Aeration Dist. Pipe Holding Bot. System / o1D . 4 Final Grade PUMP /SIPHON INFORMATION `.,_ 3 162 zc/ Manufacturer Demand 2be 2.J / GPM St Cover R t 4 y G7 Model Number I W c) `�_J o f` 7, l `3 y • 3 TDH Lift ' 1013 Friction Loss System Head TDH t ]� C"3 I 3. ZS 3 +C�oc r a Z. 9 Forcemain LenZhh Dia. Z i Dist. to well �� 5 1 A SOIL ABSORPTION SYSTEM d— /, 'j r �[... . 7ICII BEDITRENCH Width Length No. Ofjl�enche PIT DIMENS1 f Pits Inside Dia. DIMENSIONS ] Liquid epth 8 Cji / l.0 n \ SETBACK SYSTEM TO P/L I BBLDG WELL LAKE /STREAM LEACHING Manufacturer. ystem: INFORMATION Type CHAMBER OR UNIT I Q J JZG N / Model Number: DISTRIBUTION SYSTEM [ Hea gt h r{yJ -� der /Manifold / / Pi Dstribution x Hole ize P x Hole Spacing Ve o Air Intake / Dia Z Length Dia /' v Spacing ' / / v SOIL COVER x Pressure Systems Only xx Mound Or At - Grade Systems Only t✓ e�,,. Depth Over /. r Depth Dep Over Depth of ' xx Seeded /Sodd Yes 0 No Mulche Yes ❑ No Bed/Trench Center D O T Edges Topsoil COMMENTS (Include code discrepencies, persons present, etc.) Inspection #1: ID / T / f Inspection #2: Ad l�/ 16 Location: - 7.- k- ti p l' 01.)6 parcel No: . Ami 1.) Alt BM Description = �� 2.) Bldg sewer length = �4 � C r _ joe- ^ pow d k - amount of cover = � t' ID d,,,, �, G �n, •�, ; .�. s �- �o c12 S a .ti. Plan revision Required? ❑ Yes No 2 Use other side for additional information. SBD -6710 (R.3/97) Date Insepctor Signature Cert. No. N ® RECEIVED NOV 12 2010 ® PLAMMIG & ZON 0 FICE EROSION & SEDIMENT CONTROL PLAN Site location: 910 Tower Rd, lot 5, Town of Kinnickinnic Owner(s): John & Anne Schuebel Parcel ID #06.28.18.87D -25 Code Administ 715 - 386 - 4680 Under St. Croix County Zoning Code 17.70(3)(b) 5: "The (Zoning) Administrator may attach reasonable erosion prevention conditions to a permit approved for issuance." In Landlnformatio addition, Wisconsin Uniform Dwelling Code Comm. 21.125 requires the building permit Planning applicant and /or landowner to follow erosion control procedures and maintain them until 715 -386 -4674 the site has been stabilized (Uniform Dwelling Code Comm 21 is available on -line at: www. commerce. state. wi .us /SB /SB- DivCodesListing.htmi) Real Property 715- 386 -4677 The Owner of the above parcel is responsible for notification of all contractors performing construction activities on this site that an Erosion & Sediment Control Plan is in effect and the Recycling 715 - 386 - following activities will be required in order to maintain compliance with the plan: � 1. Maintain existing vegetation wherever possible to minimize erosion and sediment movement. The primary source for construction site runoff will be the house foundation and driveway excavation, well drilling, and soil stockpiled until final grading and stabilization is complete. Septic system installation adds to temporary disturbance, but establishing cover on exposed soils will prevent erosion. Apply seed and mulch as recommended in #5 below. 2. Install construction entrance before any excavation begins!! Construction equipment and vehicles must utilize a stabilized driveway access off public road for heavy equipment; this includes cement trucks, well drillers, and other contractor's vehicles that require access to the property during construction. Avoid muddy, rutted conditions that may allow contaminated runoff to reach waterways and/or drainage ditches. Property owner must repair damage to ditches resulting from multiple access points and sediment tracked on public roadways must be removed at the end of each workday. 3. Do not allow contaminated runoff to be directed onto neighboring property or into surface water conveyances. Create temporary diversions graded ALONG CONTOUR between excavated areas and any potential receiving waters (this includes driveway & road ditches) by routing contaminated runoff into vegetated buffer areas on owner's property. (A specification sheet for temporary diversions is available from county). 4. It is likely that contaminated runoff will not be contained with temporary diversions, so installation of approved sediment control products (straw wattles, silt fence, etc.) as shown on engineer's site plan will be required. The POWTS inspector and /or building inspector will evaluate ESC plan effectiveness and recommend additional action required to comply with applicable regulations. Control measures should be installed prior to mound plowing. j ST. CRO1X COUNTY GOVERNMENT CENTER 110 1 CARMICHAEL ROAD HUDSON Wi 54016 71X386_4686 FAX PZ&CO. SA /NT- CRO1X. W1. US W W W . CO. SAI NT"CROIX. W I . U S Page Two — ESC Plan Acknowledgement Form 5. bilize exposed soils (septic system included) with seed and mulch immediately after installation - DO OT wait for final stabilization and/or landscaping of entire site to establish permanent cover on the site. late- season weather conditions will not permit seed germination, a heavy straw mulch cover will pre erosion until vegetation can be established. Erosion control matting can be applied any time of year and tailed properly, will provide protection even if seed germination is delayed. The owner rd during site construction will be responsible for compliance with state and county code requirement pecified in this Erosion & Sediment Control Plan. Please feel free to contact me with questions regarding ero & sediment control product installation. PLAN PREPA BY: RYAN YARRINGTON, SOIL EROSION INSPECTOR #683475 Owner ack wled ement of ESC Plan re uirements: "' zL/ 2010 (Please and return original ESC form to Planning Zoning Dept. A copy is attached to the owner's permit and mai ance agreement, which is given to the plumber at time of permit issuance.) AW ovide copies for excavation contractor, plumber, and town building inspector as needed I ST. CROIX COUNTY GOVERNMENT CENTER 110 1 CARMICHAEL ROAD, HUDSON, W1 54016 715 - 386 -4686 FAX POPCO. SAINT-CROIX. W1. US W W W. C O. SAINT -CR OIX. W I. U S r Wisconsin Department of Commerce PRIVATE SEWAGE SYSTEM County: St. Croix Safe uilding Division INSPECTION REPORT Sanitary Permit No: GENERAL INFORMATION (ATTACH TO PERMIT) - 9 - 3 29 0 State Plan ID No: Personal information you provide may be used for secondary purposes [Privacy Law, s.15.04 (1)(m)]. G O� Permit Holders Name: City Village X Township Parcel Tax No: SG � T, � I � 1% f,.- �. .wa ` id 2Z -/a /� - Z 1 f�n� ;r G' CST BM Elev: nsp. BM Elev: BM Description: Section/Town /Range/Map No: Leo 8M l C5 T 6. Z.g. IT. <n 6 - - TANK INFORMATION ELEVATION DATA TYPE MANUFACTURER CAPACITY STATION BS HI FS ELEV. Septic Benchmark Dosing Alt. BM n �-�r ! Aeration Bldg. Sewer Holding St/Ht Inlet TANK SETBACK INFORMATION St/Ht Outlet TANK TO P/L WELL BLDG. Vent to Air Intake ROAD Dt Inlet Septic Dt Bottom Dosing Header /Man. Aeration Dist. Pipe L Holding ZS Bot. System / ors . Final Grade 4 PUMP /SIPHON INFORMATION 330 �6Z Z�7 Manufacturer Demand St Cover GPM Model Number TDH Lift Friction Loss System Head TDH Ft 7. Forcemain Length Dia. Dist. to well SOIL ABSORPTION SYSTEM BED/TRENCH Width Length No. O nche PIT DIMENSIONS No. Of Pits Inside Dia. Liquid Depth DIMENSIONS 8 7y/ !.0 e �' \\ SETBACK SYSTEM er /"7` f L INFORMATION Type ystm: I BLDG WELL LAKE /STREAM LEACHING Manufacturer: CHAMBER OR UNIT J lZ� Alk Model Number: DISTRIBUTION SYSTEM i [ Header/Manifold / / / Distribution / x Hole Sims x Hole Spacing Vent to Air Intake Pi strib e; � / Length Dia �� v Spacing Dia Z ei 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 ® L Yes ® No ® Yes RN No COMMENTS (Include code discrepencies, persons present, etc.) Inspection #1: / /- f -/ , / 16 Inspection #2: Ad 1__,1 1b Location: �t;� VIo,� Parcel No: 1.) Alt BM Description 2.) Bldg sewer length = plow 1< - amount of cover = i Plan revision Required? ❑ Yes ❑ No Use other side for additional information. SBD -6710 (R.3/97) Date Insepcto Signature Cart. No. commerce.wi.goV Safety and Buildings Division County 201 W. Washington Ave., P.O. Box 7162 5� C A O X sco n s i n Madison, WI 53707 -7162 Sanitary Permit Number (to be filled in by Co.) I t i aepartment of Commerce 39 C 7 1 Sanitary Permit Application State Transaction Number In accordance with s. Comm. 83.21(2), Wis. Adm. Code, submission of this form to the appropriate governmental 18 3 11 Z S unit is required prior to obtaining a sanitary permit. Note: Application forms for state -owned POWTS are Project Address (if different than mailing address) submitted to the Department of Commerce. Personal information you provide may be used for secondary n p urposes in accordance with the Privacy Law, s. 15.04 I m , Stats. 1 / I. A - ' Application Information Please Print AI ormation OOOCCC Wh Property Owner's Name Parcel # ,64t4 Property Owner's Mailing Address Property Location Govt. Lot City, State Zip Code Phone Number stz %, /lbw '' /., Section �D �n. +D �7 -1L Al, �1� (circle o SJ (p��� 7�j" 8� ?� n II. Type of Building (check all that pply) V �* n of # T 2.b N; R / 8 E o4Q 0.1 or 2 Family Dwelling - NumbJms ` "" l Subdivision Name b A.* lock El Public /Commercial - Describe City of El State Ored - DeVribe Use ST. CROlX COUNTY SM Number ❑ Village of xg4 , ICE G ) � 55g XTownof KxNNr- KZ NuZ t- 111. Type of Permit:: (Check only one box on line A. Complete line B if applicable) A. XNew System ❑ Replacement System ❑ Treatment/Holding Tank Replacement Only ❑ Other Modification to Existing System (explain) B. ❑ Permit Renewal ❑ Permit Revision ❑ Change of Plumber ❑ Permit Transfer to New List Previous Permit Number and Date Issued Before Expiration Owner IV. Type of POWTS System/Component/Device: Check all that apply) v r ❑ Non - Pressurized In- Ground ❑ Pressurized In- Ground ❑ At -Grade ❑ Mound > 24 in. of suitable soil Kvmound < 24 i n. of suitable soil ❑ Holding Tank ❑ Other Dispersal Component (explain) ❑ Pretreatment Device (explain) t V. Dis ersal/Tre ent Area Information: Design Flow (gpd Design Soil / Application R ds Dispersal Area Require Dispersal Area Propos (s System Elevation - 75 ! D� 780 j "5 Z / C . f VI. Tank Info Capacity in Total # of Manufacturer Gallons Gallons Units o $ New Tanks Existing Tanks / /',' 2 o r a, U v N w C7 a Septic or Holding Tank $ aI S& T Dosing Chamber VII. Responsibility State ment- I, the undersigned, assume responsibility for installation of the POWTS shown on the attached plans. Plumber's Name (Print) Plumber's Signature MP/MPRS Number Business Phone Number 0 4L s A. N4 c d v I L 0 1 s- 7q Plumber's Address (Street, City, State, Zip Code) 9 (v - i Nw Y 4s R a5 Rrs Lam, or :� z) a.3 10/ of VIII, ount /De artment Use Onl Approved ❑ Permit Fee Da Is ed Issuing Agent i ature ❑ Denial iven Reason $ ZS • 1 � / IX. Conditi$" asons for Disapproval 3 J `O ti ' , S t �• AMC I"G'rGV a'�- 1. Septic tank efNolntfilter and u,� 14 t dispersal cell must all be services / maintained t.►.. ,ra,J•�— , as per management plan provided by plumber. 2 as se ek requirements must be maintained C J I _ ! 1 11 6 1 1 Attach to complete plans for the system and submit o the County only on paper not le than 112x 11 inc in size l ^ J r hQ, 151 SBD -6398 (R. 02/09) Valid thru 02/11 T p o -5 L) 12 vFXa�Q ° 5 11.g5 comfoup.. /6 ZS-Vo ` �o I • \ The area 15 R. below the d owns ) op a ed a of the 9 �� .` • �'� 8011 mgt remain undisturbed. t5 � • \ t7- a 13� a UR / 00 0 �k COP -�0 r � 1, N % co �oo S ° i �� Cam (.� 0 3 gco ,S° qSa Plc Low PRo�i�sZ IF -- �a - Vi LoT ^� Q 161 4 Safety and Buildings ov PO BOX 7162 commerceml. g MADISON WI 53707 -7162 Contact Through Relay y isconsin www.w www•commer isco sin.go / isconsin.gov Department of Commerce Jim Doyle, Governor Aaron Diver, Secretary August 09, 2010 CUST ID No. 226375 ATTN: POWTS Inspector ROBERT W ULBRICHT ZONING OFFICE ULBRICHT & ASSOCIATES CO ST CROIX COUNTY SPIA 2812 10TH AVE 1101 CARMICHAEL RD SPRING VALLEY WI 54767 HUDSON WI 54016 CONDITIONAL APPROVAL PLAN APPROVAL EXPIRES: 08/09/2012 SITE: Identification Numbers John Schubel - Dwelling Transaction ID No. 1839975 Tower Rd Site ID No. 759061 Town of Kinnickinnic, 54022 Please refer to both identification numbers, St Croix County above, in all corres ondence with the agency. SW 1/4, NW 1/4, S6, T28N, R18W Lot: 5, CSM: V.15, P.4166 FOR: Description: Mound Object Type: POWTS Component Manual Regulated Object ID No.: 1276327 Maintenance required; 750 GPD Flow rate; 20 in Soil minimum depth to limiting factor from original grade; System(s): Mound Component Manual - Version 2.0, SBD- 10691 -P (N.01 101), Pressure Distribution Component Manual - Version 2.0, SBD- 10706 -P (N.01 /O1); Effluent Filter The submittal described above has been reviewed for conformance with applicable Wisconsin Administrative Codes and Wisconsin Statutes. The submittal has been CONDITIONALLY APPROVED. This system is to be constructed and located in accordance with the enclosed approved plans and with the component manual(s) referenced above. The owner, as defined in chapter 101.01(10), Wisconsin Statutes, is responsible for compliance with all code requirements. P C cony No person may engage in or work at plumbing in the state unless licensed to do so by the Department per s.145.06, stats. -A D MEN A copy of the approved plans, specifications and this letter shall be on -site during construction and open to DIVI inspection by authorized representatives of the Department, which may include local inspectors. All permits required by the state or the local municipality shall be obtained prior to commencement of construction /installation/operation. SEE CORRf In granting this approval the Division of Safety & Buildings reserves the right to require changes or additions should conditions arise making them necessary for code compliance. As per state stats 101.12(2), nothing in this review shall relieve the designer of the responsibility for designing a safe building, structure, or component. Inquiries concerning this correspondence may be made to me at the telephone number listed below, or at the address on this letterhead. The above left addressee shall provide a copy of this letter to the owner and any others who are responsible for the installation, operation or maintenance of the POWTS. T i ROBERT W ULBRICHT Page 2 8/9/2010 Since y, Fee Required $ 250.00 Fee Received $ 250.00 Balance Due $ 0.00 Z ie kggPleviewer, Private Sew Integrated Services WiSMART code: 7633 (608)266-2889, M - F, 0600 - 1430 Hrs pete.pagel@wisconsin.gov cc: Leroy G Jansky, POWTS Wastewater Specialist, (715) 828-5902, Monday, 7:00 A.M. To 3:30 P.M. Notice: Starting July 1, 2009, no person or entity may engage or offer to engage in construction business in Wisconsin unless they hold a Building Contractor Registration, or equivalent, issued by the Safety and Buildings Division of the Wisconsin Department of Commerce. "Construction business" means a trade that installs, alters or repairs any building element, component, material or device that is regulated under the commercial building code, chs. Comm 60 to 66, the uniform dwelling code, chs. Comm 20 to 25, the electrical code, ch. Comm 16, the plumbing code, chs. Comm 81 to 87, or the public swimming pools and water attractions code, ch. Comm 90. The term does not include the delivery of building supplies or materials, or the manufacture of a building product not on the building site. For further information, go to our website: www. commerce. wi. gov/ SB/ SB- BuildingContractorProgram.htmI ULBRICHT & ASSOCIATES CO. 28121 Oth Ave. • Spring Valley, WI 54767 Re Desi of En Sys tems 715 -772 -3442 FiSC V CD Private Sewage Consuftants 10 PROJECT INDEX SAFErY SUILD1NG 5 Plan I.D. # Date 1406 ZO/O Owner -TOO Q -SG fit U E 6 E L -Phone 6 .47 — 731• SI 7/ ��l L Address (pfl6 411 0, G!'DOl7/,3U� /yitl SS' / 2. S Legal Description / r,• CS14 UQ /. A.% ��� • 5 A - f` f 46e? S P /N 0 " - /0 /. j- 3. j- ,2 5 Q 5141 "VA), S-'PC . 6, 7`.2, N I R, f e w Town of /( / 16 �_ LI �- __. c�!NI Cl County S 7 C P• 6 % K C.S.T. R . 7.j1bR1C1r 2-ZCe 3 7.5" Installer wAGf Local Authority/ Supervision PROJECT DESCRIPTION 71Y-3o Z16J 0 i N/ W 6 57W0 6 T� o-0 ('MVa 5U7'/avAL M o u )j 0 S YS T,�:"M R ,57 //v G-- 16 � - � D / �� �/c' /f •G��`L� Ff0 to z S. h f ETy o Cf 1L c Pg.1 PLOT PLAN VIEWS Pg.2 SYSTEM CROSS SECTIONS & SYSTEM PLAN VIEWS (REVERSE SIDE DETAILS INSPECTION PIPES & FABRIC /TOP FILL DETAILS) Pg.3 PIPE LATERAL LAYOUT (REVERSE SIDE SHOWS DETAILS OF LATERAL CLEAN OUTS) Pg -4 DOSING CHAMBER CROSS SECTION & SPECS. Pg.5 PUMP PERFORMANCE SPECS (REVERSE SIDE SHOWS PUMP DETAILS) Pg- 6.OPERATION, MAINTENANCE REQUIREMENTS (REVERSE SIDE SHOWS SITE & SPECIFIC PROJECT DETAILED INFORMATION,UNIQUE TO LOCALE AND GOVERNMENTAL UNIT AREA) The attached plans and specifications are based on the following approved manuals: "Mound Component Manual For Private Onsite Wastewater Treatment Systems " (Version 2.0 SBD- 10691- P(N.01 /01) and "Pressure Distribution Component Manual For Private Onsite Wastewater Treatment Systems" (version2.0) SBD - 10706- P(NO1 /01). 611 2 - , ToP O F - 5 u pvLy0p KJ. Pi r 2-3/ CONt . �. S No, Flo NN The area 15 ft, below the dowlope edge of the hH main undisturbed. f N ` '� • N T T POST" r 1 It � �� •� I � J t Ab q,30 S �4 CON r • 134 . cou f oo ,s 1 � �T�� ✓tom r w �- OF :x JOI(Ic GJ j E S R f m e -11 �Co� �40W- A � CO M r .4 p A)K 3 PA ' �o p9 8° aw In. s9�•o, � s R o . � o L 5 V JC &L 161 ,5 W , cD� "' y $(p Se Go 7 Cl- jo �u 2 ZZD I � �e CRO SECT O MO UAJD w i Tti 1 ,.._ ' �. 0 0 @v e F l ro �iST(tit3uT�nN 7. Ailet - SATE Gr , rk t'cko Fs s P/ p OF To psoil I'v/ .U�L- s+,/srEM S�oF c /o ar IFvA rioA3 Uu i F° R M TOE- ,tr �, N I E F -�-- 5Aup. ll/ ��% i o r uu F RM % slopE FMS Eteunr00 wuoER REP F T. at E� E V J4 j'I o ►J S ' E /•✓ F r. �g• IN V�Rr of I pTGRA(s �d l•�0 FT. rt I Top of R ock F,-. H /.D F Top O F - 1 a-- IATERAIS PLA N VI EW OF Mou-&)D w+ rti 13E D CEt57 - kAL F vR c MA A g F r• t_ F r K /D F r O o t FT �o w F r >z w 3 Fr y- 1 PVC- <AppED SMP OF To 1 y" A d y PCE6 ;TE n[35E R VhTt o � P ERMti , )EAu T MAReERS (rddS 4 G /E.9 ,, , t7 00% R Ecgv REo BASAL, AReAk ` AC Ly whsrE - Fl ow = 750 SOIL ixs 1 rt2 A - mo E C AfAci ty 9 FA/TT. :5 Fr. PR:opo5Ed BASH APeA = r3 X A t =) �..� SCE Sri r-r o r ` � �sT�; f3uTiD� PIPE I- AYOU7 -- C"F NT*R -AL MAN CODE com I�h-ur ctps p P � � • /z. A-NT _ Fr x 3o CfN 7 l qL. F o R c E M A i N Fr. � 2- 00 o f °Z ` PUG N VARi T VOID V b�(�}1 E 3J Ga�S • 1 I'S To%acft 3 �o 7 -4L N olE 'D► i4ME -rER ING}��S PA L �E�rRhL MMIP.L. 2— r" c N IFs Fc�RcE MA I&j - I tvc-R OF HOIE5/pip5 /60 I.NUERT ELEVATtO,, LL OF LATERALS �� U��SE siDE F O P, � a WAL C/o T)P-TA( .� f�E R Fc� R �4TE D � \ �--= \ �� /. 7 s4• fir. Rexiove- All DRill (3 uRRS Y 0 ::� .R H61E S 1 GGA Erg o Bc) TTO M E V Alir SPACE D Ill' STRi Bottom DISCIIAR LrE _ o RATE' PoR �Rch LArERq L � R �t I s � ©.,5� GAS- /Mr's T -0 ( S - rRib 0T io ►J Ui5c & FATE PO � �r~T WOR K ya. ►�, r GA���Mt'�. � a•� Mr•NI'Mt1M q 1 •� I N�. • 1 OF C • ��� '9 SEPTIC TANK & CHAMBER CROSS SECTION AND SPECIFICATIONS Ire` sy 4" CI VENT PIPE 12" MIN. ABOVE GRADE "WEATHER PROOF 4 2: l0' FROM DOOR WINDOW OR JUNCTION BOX APPROVED FRESH AIR INTAKE WITH CONDUIT MANHOLE CI W/ PAD LOC I WARNING L! =�_=__4" MIN. INLET ..--� 9 I D ' w � �� ��� I =- , f GAS- '! t1 �iv� P��y /6C1� _ _ T f TIGHT; '1 if- F% L ]"�� A SEAL APPROVED QLX P i PlE ALM JOINTS W/ `� Z� B ,► i PIPE 3' OD M op C o 3 j SOLID �y0 1 i SOLID SOIL p 0 C SOIL PUMP OFF ELEV . j �'� FT. 7 .3 I - / OFF �'� RISER E D PERMITTED o N+ � o TT D j /.p IF T ANK - TANS I MANUFACTUR G �j[ 3" APPROVED BEDDING UNDER TANK HAS APPROV CONCRETE PAD SPECIFICATIONS 10 i &s&R f lfe;, �S 7 <::2) . SEPTIC / DOSE TANK MANUFACTURER: /Ni4�dG'.v f< W J. NUMBER DOSES PER DAY. TANK SIZES SEPTIC IJ�gS GAL. DOSE VOLUME' INCLUDING 2 L.P. p ogtL DOSE �— GAL. it 3 3 *g FLOWBACK: J GAL. ALARM MANUFACTURER: WEAMAJ CAPACITIES: A = 2-1 INCHES = SOO G MODEL NUMBER : _' SWITCH TYPE: B = 2 INCHES = Y9 G. PUMP 'MANUFACTURER: 7-0J511 /,'� ( {� / C = t!p•j INCHES = 150 G. MODEL NUMBER: 1co 7 SWITCH TYPE: Q Lq_qyL��C� ���►- D = j� INCHES = Z-S Z G, REQUIRED DISCHARGE RATE y3 GPM PUMP 6 ALARM WIRING AS PER ILHR 16.23 VERTICAL DIFFERENCE BETWEEN PUMP OFF AND DISTRIBUTION PIPE . �' FEET ' + MINIMUM NETWORK SUPPLY PRESSURE . + FEET ?- FEET FORCEMAIN X 3. f! FT /100 • FT. FRICTION FACTOR • . FEET TOTAL DYNAMIC HEAD =. Z_� FEET INTERNAL DIMENSIONS OF PUMP TANK: LENGTH T 7 � WIDTH ! 0/ ; DI«METER LIQUID DEPTH �_ O/Q _.7 .' j Fr. SEPTIC TANK, per Comm.83.44 (2) (c) shall be eq With a n E c P c S s � P ,%30 Tom- rtoT"�L r e i R &p ACA [ a or BEP 4d , A4cK 40 7AA)K t p a 7'sv 2 ,� ,, 0 f D 2 oF SEA � 2 , -- 115 CA PA CI TY z ; CURVE t 95 06 - 29 90 26 8 EFFLUENT 24 MODELI D 75 MODEL 189 INS DEWATERING = 70 195 29 ,9 80 o � F 18 50 MODEL C 193 MODEL 1- 14 1S8 12 40 - 35' . 10 MODEL 30 MODEL 6 137, 139' SEWAGE and 25 DEWATERING 6 20_ — MODEL MODEL _ 181 4 15 7 -. w 10 2 MODEL W 5 53, 55, L 4— M 57, 59 0 GALLONS 10 20 30 40 50 60 1 70 SO 90 100 110 24 LITERS 0 80 160 240 320 400 . 22 75 FLOW PER MINUTE 70 20 1P - MODEL s 295 W 55 x 16 (� 50 14 MODEL I � 45 —�- 2 294 s �_ C,. 12 MODEL j � i� 10 293 F- 30 MODEL � 8 , MODEL 6 20 282 4 15 ,9 OELLE/P F MODEL 268 0 3280 Oki M#lm Lem GALLONS 10 20 30 40 50 60 70 f 80) 90 1J0 1110 120 130 140 "i50 190 *0 ISO 190 P. Box 16347 E �- F-' 4- -r Louhm% KentuCky 40216 LITERS 0 60 160 240 320 400 480 590 640 720 (502) 778 -2731 FLOW PER MINUTE r, Z A 0 ,- CL N _. � N N � � s R Na N p - D 'i1 -+ - 0 O 0 Q O n w « N � '� O w J N Z CD A = c - Q (n a) - -_ _ ` -0 *,A r CD \ C V A G N O 0 n C,. (D a -- Clt n co c m� C (n w= G O CD _. (� _ a o CD o a? w Z\ V -. cn (p N N C 0 ' A O CD N '0O N D CD c CD 0 ' Ch CD D c"D N O CD C -N d. (D w N 3 : Q. 0 CD cD a N G 0 °"► M Q j 0 m o co o D � Q w m (3) n 3 o 3 ? 0 3 < --N w w _ •.m .r j O , O s °°" •q O O p o M a CD y r � C a,A U A - N I NISy N N N r V H tb N m D n d p C m ` 00 fC D < i U) Q ? c n c 9 - - A V ' m s ©_ s N m. Pg. 6 of 6 Mound 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, Slats. The contents of the septic tank shall be disposed of in accordance with NR 113, Wis. Adm. Code. 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 retaint'soiids in 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 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 sludge and scum 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 a triennial 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. 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 pumps shall be tested to verify proper operation. if an effluent filter is installed within the tank it shall be inspected and serviced as necessary. Mound and Pressure Distribution S tem Not ?s or shrubs should be planted on the mound. Plantings may be made around the mound's perimeter, and the mound shall be seeded and mulched as necessary to prevent erosion and to provide some protection from frost penetration. Traffic (other than for vegetative maintenance) on the mound is not recommended since soil Compaction may hinder aeration of the infiltrative surface within the mound and snow compaction in the winter will promote frost.penetration. Cold weather installations (October - February) dictate that the mound be heavily mulched for frost protection. Influent quality into the mound system may not exceed 220 mg /L SODS, 150 mg /L TSS, and 30 mg /L FOG. influent Row may not exceed maximum design flow specified in the permit for this installation. The pressure distribution system is provided with a flushing point at the end of each lateral, and it is recommended that each lateral be flushed of accumulated solids at least once every 18 months. When a pressure test is performed it should be compared to the initial test when the system was installed to determine if orifice clogging has occurred and if orifice cleaning is required to maintain equal distribution within the dispersal cell. Observation pipes within the dispersal cell shall be checked for effluent ponding. Ponding levels shall be reported to the owner, and any levels above 4 inches considered as an impending hydraulic failure requiring additional, more frequent monitoring. General This system shall be operated in accordance with Comm 82 -84 Wis. Adm. Code, and shall maintained in accordance with its' component manual [SBD- 10572 -P (R. 6/99)] and local or state rules pertaining to system maintenance and maintenance 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 are 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 component. Continue icy 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 component shall be immediately repaired or replaced with a component of the same or equal performance. If the mound component faits to accept wastewater or begins to discharge wastewater to the ground surface, it will be repaired or replaced in its' present location by increasing basal area if toe leakage occurs or by removing biologically 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 should be directed to your county zoning or health inspector. SEE REVERSE SIDE Pg.6 FOR MAINTENANCE REQUIREMENTS SPECIFIC TO TJJJS SITE, DESIGN, AND COMPONENTS . l OWNER's MAINTAINCE OF SEPTIC SYSTEM YOWTS (landowner) is reponsible for proper operation and maintenance of this system. Regular periodic inspections and servicing is necessary for the safe healthy operation of -this syst:elw. The owner is required by code to submit all necessary maintenance /inspection reports to the controlling,authorities. SPECIFIC CONTACT AGENTS s�• CRoi X c� Y. * Governmental authority/ inspectors: ��,V N( �,/�� 'e' WS 34 4;6 v * Licensed installer, responsible for providing an operation/ maintenance "Users" manual: * Licensed serv&ce / inspect Jon agent other than installer: * Electrician, for Pump, electric controls, wiring units: IMPORTANT OWNER MAINTENANCE REQUIREMENTS �- Winter traffic (sledding, shoveling, etc.) across the area shall not be permitted, or frost can /will penetrate into the cell, freezing up the system. Discontinuos use in the . winter_ vacaction trip, resulting in no water use) can also lead to freeze ups. 2. Water conservation needs to be exercised! Or system can be hydrolically overloaded and destroyed. This svOem was designed for a maximum wastewater flow of '7j�� gals. daily. 3. POWTS are not designed to accomodate wastes from a garbage. disposal unit, or any other unnatural sources of waste. Any introduction of such waste materials will ove =rload and destroy this system. 4. If a Power outage occurs, or a pump fails, it ma1 result in a temporary overload of effluent being pumped into the cell, which may adversely impact the cell (leakh It is recommended that a licensed pumper empty the dos*;.; ' ng tank, allowing the pump to return to dosing the correct: amounts. Consult your installer immediately for advice. 5 . Neglect of the vegetative cover erosion (the cells insulation & preventive) can lead to failure. Compaction or heavy traffic also can destroy t he system. It IS NECESSARY TO REGULARLY WA TER THE VEGETATION OVER A SYSTEM!! Effluent in the-Rystem beneath IS NOT sufficient- alone t0 yi `- . ,cover. ma intain a 6. Periodic inspections by the owner, or his agents, is necessary. Inspection pipes and ports have been incorp orat e d p ated into the system: on the m ound basal area inspection pipes), cleanout terminals on thefpressuriZed laterals, at each tip - for flushing and cleaning the laterals out. The filter system in the tanks (via a locked above ground cover /manhole). only a licensed properly quali6ied person should be performing this work which involves health S severe safety risks. Evidence of effluent ponding system's treatment cell shall also be regularly in the inspected. OWNER'S MAINTAINCE OF SEPTIC SYSTEM POWTS (landowner) is reponsible for proper operation and maintenance of this system. Regular periodic inspections and servicing is necessary for the safe healthy operation o €-this systex. The owner is required by code to submit all necessary maintenance /inspection reports to the controlling,authorities. SPECIFIC CONTACT AGENTS * Governmental authority/ inspectors: Z rr 5 - M & • 1 16 � C� * Licensed installer, responsible for providing an operation/ maintenance "Users" manual: * Licensed servace / inspection agent other than installer: * Electrician, f.or pump, electric controls, wiring units: IMPORTANT OWNER MAINTENANCE REQUIREMENTS 1. Winter traffic (sledding, shoveuin I g, etc.) across the area shall not be permitted, or frost can /will penetrate into the cell, freezing up the system. Oiscontinuos use in the . winter.(a vacaction trip, resulting in no water use) can also lead to freeze ups. 2. Water conservation needs to be exercised! Or system can be hydrolically overloaded and destroyed. This svOem was designed for a maximum wastewater flow of 7,9p gals. daily. 3. POWTS are not designed to accomodate wastes from a garbage. disposal unit, or any other unnatural sources of waste. Any introduction of such waste materials will overload and destroy this system. 4. If a power outage occurs, or a pump fails, it may result in a temporary overload of effluent being pumped into the cell, which may adversely impact the cell (leakh'ge). It is recommended that a licensed pumper empty the dos_'ng tank, allowing the pump to return to dosing the correct; amounts. Consult your installer immediately for advice. 5. Neglect of the vegetative"cover the cells insulation & erosion preventive) can lead to failure. Compaction or heavy traffic also can destroy t he system. It IS NECESSARY To REGULARLY WATER THE VEGETATION OVER A SYSTEM!! Effluent in the Ystem beneath IS NOT sufficient alone t0 maintain a 6. Periodic inspections by the owner, or his agents, is necessary. Inspection p into the system: on themoundnbasaltareave been incorporated inspection pipes), cleanout terminals on thefpressurized laterals at each tip - for flushing and cleaning the laterals Out - The filter system in the tanks (via a locked above ground cover /manhole). Only a licensed properly qualibied person should be per forming this work which involves health & severe safety risks. Evidence of effluent system treatment cell shall also be r egularl�ains in the Y ins . , �., 1111N111111(111111111111111111 8 0 x4002407 3 919558 BETH PABST REGISTER OF DEEDS ST. CROIX CO., WI Ma RECEIVED FOR RECORD Certified Survey � 07/26/2010 08:35 AM John and Anne Schuebel EXEMPT #: NA REC FEE: 30.00 Part of the Southwest M of the Northwest '/4 of Section 6, Township COPY FEE: 3.00 28 North, Range 18 West, Town of Kinnickinnic, St. Croix County, PAGES: 2 Wisconsin, being part of Lot 2 of that Certified Survey Map recorded in Vol. 15, Page 4166 of St. Croix County Certified Survey Maps LO 4, C KC L 4166 b a ^ S 89 "E 231.07' Q /.� *�~ ov jy LOT 5 2.987 Acres or 130,112 Sq. Ft. W 2.770 Acres or 120,672 Sq. Ft. CU Excluding Road R. O. W. Q 0 $ 6 N m LU s 6 a �i✓ y " g o*1'. Vz Z J /Roadway Setback line 900' from R.O. / C 0 8 West 114 Cor. Sec. 6, ' T28N,R18W, I (Bentsen Nail Found S 88 °04 E 286.59 n Affl% l 288.20' TO ER ROAD $ 4733.97` East -West 114 Line N 88°0I'14"W 285.52' `D (— Owner's Address S 68'04'14"E 5307.69' ' 8116 Garbe Ave. UNPLATT LANDS East e Cor. Sec. 6 Woodbury, MN 55125 — T28 N, R 18 W, , (Bentsen Nail Found) ���HVrrrry 0 SCALE IN FEET 1" ■ 100' 11 50 50 160 Dated: June 29, 2010 All bearings ret to the East/West ' r line of Section 6, T 28 N. R 18 W, recorded as S 88 E Sheet 9 of 2 1 of 2 Vol. 24 Page 5718 1111111111111 11 8002927 State Bar of Wisconsin Form 1 -2003 Tx:4002387 WARRANTY DEED 919541 Document Number Document Name BETH PABST REGISTER OF DEEDS ST. CROIX CO., WI TH S DEED, made between Antonio J. Chojnowski and Hesper L. Chojnowski, RECEIVED FOR RECORD hus and and wife 07/23/2010 4:26 PM ( "Grantor," whether one or more), EXEMPT #• and John B. Schuebel and Anne M. Schuebel, husband and wife as survivorship ma 'tal pro REC FEE: 30.00 ( "Grantee," whether one or more). TRANS FEE: 174.00 PAGES: 1 Grantor, for a valuable consideration, conveys to Grantee the following described real Recording Area estate, together with the rents, profits, fixtures and other appurtenant interests, in St. Croix County, State of Wisconsin ( "Property (if more space i Name and Return Address needed, please attach addendum): River Valley Abstract &Title, Inc. 1200 Hosford Street, Suite 201 Part of the SW '/< of the NW '/, of Section 6, T28N — R18W, Town of Kinnickinnic, j Hudson, WI 54016 St. Croix County, Wisconsin described as follows: Lot 2 of Certified Survey Map File # 2805625 recorded September 6, 2001 in Vol. 15, Page 4166 as Doc. No. 656071 EXCEPT as described in Warranty Deed dated June 7, 2002, recorded June 7, 2002 in Vol. 1906 022 1015 - 30 - 250 Page 217, as Doc. No. 68116. Parcel Identification Number (PIN) This is not 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: Ea $,ements, restrictions and rights-of-way of record, if any. I � Wiled July 16, 2010 (SEAL) (SEAL) * * mo J. Chojnowski (SEAL) c (SEAL) * * ' Hesper L. Chojnowski AUTHENTICATION ACKNOWLEDGMENT Sighature(s) B R 1 9GET STATE OF WISCONSIN ) NOTARYPuptie ss. aul on St. Croix COUNTY ) i * Personally came before me on July 16, 2010 T TLE: MEMBER STATE BAR OF WISCONSIN the above -named Antonio J. Chojnowski and Hesper L. Choinowski husband and wife (If not, to me kno to be the person(s) who executed the foregoing authorized by Wis. Stat. § 706.06) instrume nd ac "�gl ame. THIS INSTRUMENT DRAFTED BY: * Attorney Doug Berg Not Publi ,State of Wisconsi 1200 Hosford Street, Suite 201 Hudson, WI 54016 My Commission (is permanent) (expires: ) (Signatures may be authenticated or acknowledged. Both are not necessary.) NOTE: THIS IS A STANDARD FORM. ANY MODIFICATIONS TO THIS FORM SHOULD BE CLEARLY IDENTIFIED. WARRANTY DEED C 2003 STATE BAR OF WISCONSIN FORM NO. 1 -2003 * T e name below signatures. I of 1 I ST. CROIX COUNTY SEPTIC TANK MAINTENANCE AGREEMENT AND OWNERSHIP CERTIFICATION FORM Owner /Buye Cj_) ue'D Mailing Address Cp rbx Av -c,.,, Property Address l We/r � (Verification required from Planning & Zoning Department for new construction.) City /State kinn r G)Ljn r, r G, Vv Parcel Identification Number o.2,2 to IS - LEGAL DESCRIPTION Property Location '/4, N '/4 , Sec. 4 , T Te N R /IS W, Town of k Subdivision Plat: , Lot # Certified Survey Map # e 14 :S�_ C S na 9 ! 4 S S 8 , Volume / , Page # q "I Warranty Deed # 71 q `/ / (before 2007)Volume , Page # Spec house yes iA no Lot lines identifiable Kyes CI no SYSTEM MAINTENANCE AND OWNER CERTIFICATION Improper use and maintenance of 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. Owner maintenance responsibilities are specified in §Comm. 83.52(1) and in Chapter 12 - St. Croix County Sanitary Ordinance. The property owner agrees to submit to St. Croix County Planning & Zoning Department a certification form, signed by the owner and by a master plumber, journeyman plumber, restricted plumber or a licensed 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. 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 Planning & Zoning Department within 30 days of the three year expiration date. 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. Number of bedrooms $- 1 Z zl .2Zl / d SIGNATU A ICANT(S) DATE ** *Any information that is misrepresented may result in the sanitary permit being revoked by the Planning & Zoning Department. * ** Include with this application a recorded warranty deed from the Register of Deeds Office and a copy of the certified survey map if reference is made in the warranty deed. (REV. 08/05) wN'�IR. 515rIje'e 4 3 N EspElz ckoraowsk- 1 WrsconsinDepartrnentofConvnerce SOIL EVALUATION REPORT Page I of Division of Safety and Buildings . in accordance with Comm 85. Wis. AdffL Code cc" 5 T- 61 t Y, Attach complete site plan on paper not less than 8112 x 11 Inches /'� Include, but not limited to: vertical and horizontal reference ' Parcel I.D. 0 ZZ . 101S ' 310. Z5 O percent slope. scale or dimensions. north arrow, and location d. Abase pf" ON WO mtfon. — - - _ _® Date PMOng krtomreWn you Provkre may be used for .e4 (1) (m)). 9 / f d Pnopertye w / Location / 7 3 0(N S C A V e f3f'L trot W 1/4� 19 S� Zd N Rio Et w Property Owner' Malting Address J U L 1 + tot slack # Subd. a CSI ,� 4 c�maE vE. / '5 - A // &I & dd city State Zip ❑ village P Town Nearest Road /T S L000 3V MN SS /1.5 Z F i C�WErQ T• New Construction use: Residential 1 Number of bedrooms _ _ Code derived design tlow rate 2 _GPD 0 Replacement ❑ Pubic or co�mm - Describe: Parent malaria) ZQ E5 5 d Ug 1 l Y Flood Plain elevation if applic ft . General comrnents and Area r Spot Tested suitable for ORIGIN ��- 7�d mound (RO.W.T.S.) system using ..J. // - b y aA t' r W'e _1 &U1'L1 sand fill. ' e«trg# SA�tvRhT' +o 1J 5_55. o 0 pit G round surface elev. 1 1 8. Depth to "WV f clOr / In. Sol Roo t-fatiaon I Depth Do *Wnt Color Redox Description Texture Structure Consistence Boundary Roots G POW in. Muned Qa. Sz Cont Color Gr. Sz Sh I MW1 'EM o -q /o 2T.5 b nn R cs g 3f '1 n R !L li ITfP S . /7 _)- . 5 51 1- 2 sb/< nMf w 11 3 L. C I& Mo 51L b rn f w • y • C� sy R 5 3a•4 z.5 yI Z ft Mobs GL ! s K P— 0 Bomtg 1 �O 2 D S/4MROTIVA3 — S S. $ 1 Pit Ground surface elev. R Depth to Curdling factor In. Sall Apokadmon Rate � Horbw Depth Dandnant Color Redox Description Texture Structure Consistence Boundary Roots GPDff In. Munsed Qu. Sz Cont. C for Gr. Sz. Sh. '� 3 f- t f be AJA f2 a., 5 2 f 0 c 5.41t (e p S yR 5 z p Q 5.. yR 51f SC L l s /4 nv►. 12 W — • z • -3 (R 0 2.S 4 s P /OR 4 C Of *1 /w►f 1 o o ''Etlluent #1= BOD a 30 < 220 mgr- and TSS >30 < 150 mq& • E #2 = BoD <_ 30 ng& and TW _5 30 mgll. car Name (Please Print' L� I G (+ ?— f �7(J�tx • T Number Address - Data �/ n � - 715 735/5 Z. a. Private Sewage Consultants 2812 10th Ave. Spring Valley, WI 54767 a LLLB A-U Jo 15l£-99Z-8o9 in iwuwvdap aip iomuoo aseald `iauuo; *1=03111 us M IRWI w paau so saawas ssaoos (n 2oue3slsse pawn nog jj 'aaAoldwa pus'apinoid oou►•tas /41unuoddo ltmba us st owotuwo:)3o 3uawusdaQ aq.L IAH oc a' SSi PUB 'DM oB >'Goo = zo waft3 , ` AU 09L > 06c ,MI PLW IAU oZZ > oB <'0O8 u 1# 3 Z03. &M. 4S -, M uJ iom won 'z M �YOdfl AaW►g8 9S 1 o �2! iu�oo tuft I u! J 00 41deo 7L aosOns Pttrwtp' I ld Q. # Bultog a Z03. L#Jl3. yS ZS '� mloJJ ZS 'nD p+W 'u! MUD slocw Ampun08 eou"spuoo e' wms au4".L uom4cma xm% 1u&WK43 tuft uwlioH L! UGFDHW LAS I u! -woo &mpm a4 Lpfta 8 Hate aotuts punaucJ t!d D s�,oe 0 # e" 7 'Ss - • b ! wv �' S.4 - 7:2 s' • 2 5 - dw✓ ls - VS NA 91 oz• Z Z w HuoDv3Hwv L#1t3. •4S -=S •,� � z� zs •� ® ~w . way s►aou �GeP�oe ins � a a we�lwoa Vic! ! cos .m oz 01 �a -4 d% # t!d L� ' S 'S• S C`'o ya1 -li oz + ri �� • L b • &A,09 o S Z • o f ' S j o/ • i2 0 11 l'Bd S cn v cv,c o H C 7! r o+ 'at,+� �SVadaud , • ��un -JcnvE(jC L Propetty Owner Ao4y i y C h o J'N a s K i , Parcel ID # 0 to l.J . 3 - Z S D Page Z of 3 Boring # p i q 7. 476 2 0 s .+r17A4 r /C711) s •S• $ Pit Ground surface elev. IL Depth to An iCmg factor in. Soil Rate Hodaon Depth Don*iantColof Redox Description Texture Structure Consistence Boundary Roots GP MV in. Munsell Qu. Sz. Cont Color Gr. Sz. Sh. 'EtF#1 'ErdQ d iaY2 5/1, 3` .3 .�.s R s cio ya 4 S L I F sh 1wlf12 I w 7 S `/R 5 11 � r'X +t w- o F 5 L 0 s rM -4 •s 2 GG v fslk /M F A . Z s sF rry owi �- s rpW�ll s ling # O Boring ❑ tit Ground surface elev. ft Depth to 16niftng factor in. Soil Applicallm Rate Horizon Depth Dominant Cokw Redox Description Texture Sbucture Consistence Boundary Roots GPON in. Munsell Qu. Sz. Cont. Color Gr. Sz Sh •EW1 'Etf#2 Boring # 0 Pit Ground surfaceeiev. R Depth'Wferatingtac�or in. Soil Appkalim Rate Horbw Depth Dorinant Color Redox Descripdon. T Structure Consistence Boundary Roots Cit'W in. Munsell Qu. Sz. Coat Color Gr. Sz. Sh. ' Efdtrent #1 z; BOD > 30 < 220 mcyl and TSS ?30 < 150 mgJL • Epllrent tV2 - Bi]0 < 30 mg& and TSS r 3if g n 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 608466 -3131 or TTY 608- 264 -8777. � N oT -t 7-0 T T �+ TO po,5 Sf-� o. /00.0' a 9 ` a q�.�5 c6,�� 13M AKE v, = 98 .54 ' �oa�� _---� .3 y G�N� �yovw0 D `014 14 • Sysr�M , v0 • C�0 p Moo r N � o Assotate SUitarts M Jibri� et S ewage C 1 ,,,a Ave 1 �47C7 , rr Pi T 5 , 3 o f 3 --� ` pa r E'31 5GO CIO[ 71 t'J(,r _ 9 Z��� V KATHLEEN H. WALSH REGISTER OF DEEDS ST. CROIX COUNTY ST. CROIX CO. WI SURVEY ' RECEIVED FOR REHRD o = SHEET 1 OF 2 SHEETS 09- 06-2001 11:45 An CO Cn COPY FEE: o Z RECORDING FEE: 13.00 Parcel #: 022 - 1015 -30 -250 10/12/2010 08:01 AM PAGE 1 OF 1 Alt. Parcel M 06.28.18.87D -25 022 - TOWN OF KINNICKINNIC Current ❑ ST. CROIX COUNTY, WISCONSIN Creation Date Historical Date Map # Sales Area Application # Permit # Permit Type # of Units 07/26/2010 00 0 Tax Address: Owner(s): O = Current Owner, C = Current Co -Owner JOHN B & ANNE M SCHUEBEL O - SCHUEBEL, JOHN B & ANNE M 6116 GARBE AVE WOODBURY MN 55125 Districts: SC = School SP = Special Property Address(es): ' = Primary Type Dist # Description i Yp p SC 2422 ST CROIX CENTRAL SP 1700 WITC Legal Description: Acres: 2.987 Plat: 4166 -CSM 15 -4166 022 -2001 SEC 6 T28N R18W SW NW FORMERLY LOT 2 CSM Block/Condo Bldg: LOT 2 15/4105 NKA LOT 2 CSM 15/4166 EXC AS DESC 1906/217 Tract(s): (Sec- Twn -Rng 40 1/4 160 1/4) 06- 28N -18W SW NW Notes: Parcel History: RETIRED 2010 FOR 2011; KEPT SAME PID; Date Doc # Vol /Page Type SAME PARCEL NOW CSM 24 -5718 07123/2010 919541 WD 08/17/2006 832415 WD 06/07/2002 681116 1906/217 WD 10/04/2001 658314 1732/242 QC more... 2010 SUMMARY Bill #: Fair Market Value: Assessed with: 0 Valuations Last Changed: 09/07/2010 Description Class Acres Land Improve Total State Reason RESIDENTIAL G1 2.987 50,000 0 50,000 NO 00 Totals for 2010: General Property 2.987 50,000 0 50,000 Woodland 0.000 0 0 Totals for 2009: General Property 2.987 60,000 0 60,000 Woodland 0.000 0 0 Lottery Credit Claim Count: 0 Certification Date: Batch M Specials: User Special Code Category Amount Special Assessments Special Charges Delinquent Charges Total 0.00 0.00 0.00 ---------------------------------- Vnl 1 S Partin u 1 AA . 2001 647129 THIS INSTRUMENT DRAFTED BY: WILLIAM KANE JOB N0.6000 -01 DATE: 01/29/2001 REVISED 04 /18/01 0 --- - - - - -- - co - - - - - -- 90TH_STREET —� o � m 0 n 0 S00 °04'27 "W 26 46.01' _� ° D n O 7D rn _ S0 0 0 0 4 1 27 "W 930. rn J. 8 7 4� 7.A4' 5 12.3 1 kil N y 418.26' 512.44' N i T o O b N K) S00 °07'52 "W 930.70' -iQ / 00 N W � 10 cQ / `2� / m - g 8 + WEST LINE OF THE 66' //a c Phi rn n n r w SW1 /4 OF THE NWI /4 7o w w I I 3.02' 175.76 �FSr� v O�� ° m 01 \ f I l°JV i o i `v I 208.78' rs p p z w w CO c' O 33'33' $0004'27 "WN °��`'� " " O 1 0 �� L9Z 3„ L 4 'sysos �LE® N I C C� .D A JON 0 1 2Q01. s 12 N io o w v� w O K �Q I I CJ i p p Q O Z W I�I s I &1 170,011 IT! w SA O 427" S01 °55'46 'W 383.39' W 31± I� w 33.00' ' 350.39' N N W W y ' CD W A ��.. m onw C) r w 1 � 4 D - 4 1 N O 0 l/ O n Do A O �" p z � \ rn w w r - z I ��� � (J� .p m 0 I� C.) n 40 I 389.80 1 m N I p 33.02' 356.78' 7.25' o 'a cr) i 434.03 b 'o U, N l o m rNOW07 "W 467.05' C N C9 r - � 9 ' - z � R1 O 0- L @cT � O �oJoLIVIJo �o � w y° O v 0;u m pr C: 4rf a A cD 6 6 , n. c i v y 6 � x 0 N EAST LINE OF THE SW1 /4 OF THE NW1 /4 20 I x " — � - - " — 00°67'51 " 872.43' w MHp9A44C0) dA [0@ I+ C — t x : o ; --- Z BEARINGS ARE REFERENCED TO THE m 0 p D EAST -WEST 1/4 LINE OF SECTION 6, ASSUMED TO BEAR S88-04-14-'E rn� Q 0 `� �_m oo r c z g mx �N zz G7 D 3>N m 0 M T1 � �O�On� � io �A Z - I C c �� Z 1'1 nti� y y m A : z K �. CP ° m c Ot;g b � � A n o O m� �zr�m -0 �r0 m m T c I I z �+ •{i N� -- = o cn N 0 Zno -Qti 1 Z m 0 o m ,. n z ,i o m O o � n IV 0- z E3 y �� y l; so :1) 0 m -- Vol. 15 Page 4105 I o� Wi godsin Department of Commerce SOIL EVALUATION REPORT Page of 3 Division of safety and Buildings Apr ' in accordance with Comm 85, Wis. Adm. Code County S L • L l�-Q �X _i . attach complete site plan on paper not,Jess than 8 1/2 x 11 inches in size. Plan must include, but not limited to: vertical and horizontal reference point (BM), direction and percent slope, scale or dimensions, north arrow, and location and distance to nearest road. Parcel I.D. Please print all information. Rev ed - Date Personal information you provide may be used for secondary purposes (Privacy Law, s. 15.04 (1) (m)). Property Owner Property Location \- lawrZ Gaut -Lot. & 1/4 NJW 1/4 S 6 T ZS N R I?j E(or f W Property Owner's Mailing Address Lot # Block # Subd. Name or CSM# / to CdY State Zip Code Phone Number City Village ❑ ty ❑ g Z Town Nearest Road gT. �i'cu L N4 NJ SSoZ S ( 61 \r l mm 1 C VC - Q. ,j 1,c — aki 0?-- New ®, New Construction Use: ® Residential / Number of bedrooms 3 Code derived design flow rate L4 S O GPD ❑ Replacement ❑ Public or commercial - Describe: Parent material _ (j L Pr(- • T U- Flood Plain elevation if appli �, ft General comments . -- and recommendations: r10U KP )A,3 / C x so' W ViyEO t J �) A VJM Z 2 - 4 1 3F- S PI�tib FILL, Boring # Boring ❑ CFE ® Pit Ground surface elev. 1\30. O ft. Depth to limiting factor in k Soi piication Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence ndary Roots GPD 1ft in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. •Eff#1 •Eff#2 0 lzmv_ 3 I Z — 51 1 z4z b t2 'q�� CS Z °I -Z 0 1 o't.IZ 31 b 3 ZU -35 - 7-3 , t rz 31 (n Z .S Lt rL A L I -- � YQJTU 1Z-ATI Acr Z `, a Boring # ❑ Boring ® Pit Ground surface elev. u S fL Depth to limiting factor 1 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 •Ef1#2 o_� to�rz -- siI Z`�sb�r m`Fh LIQ—s - 7,Sk231 y ' clk,.SLl 2 S1!? j 1s 1�s>,k MV as •s - y z� - toy P - S/ �) o.,., vn s U �� Zo " Effluent #1 = BOD, > 30 < 220 mg/L and TSS >30 < 150 mg/L ' Effluent #2 = BOD, < 30 mg/L and TSS < 30 mg/L CST Name (Please Pdnt) ignatu CST Number Arthur L:• Wegerer 01.54 -.AZ 220254 Ad dress W e g e r e r Soil Testing. & Design Service ate Evaluation Conducted Telephone Number 421 N. Main St. River Falls, WI 54022 �f _2 (� = 01 715 -425 -0165 Property Owner L �ZiQ AZT Z Parcel ID # EKM I lu G Page Z of 3 Boring # ❑Boring ® pit Ground surface elev. DO • Z ft. Depth to limiting factor l '4 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 -9 1 JVL.312 - si 1 1Z wt.-�I cg •512 13 Clf Z- SwfzSLS L tcl tespak �t'�- — • z • 3 Boring # ® Boring ❑ Pit Ground surface elev. ° t� • ft. Depth to limiting factor S 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- l �ti Vz. L i — s i 1 Z -P bk n VL 31 - -30 Z`F3 bk S - I l u' f r L HL - t_S `ZR Sl8 Boring # ❑ Boring ❑ pit Ground surface elev. fL 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, < 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. SBD4330 (R6/00) PLOT PLAN Page 3 of Scale 1' = S0' Low y i ;N WT 3 ? o p a t `OT UMPA - eT - olZ B.3 ° �o`rZph'l OF e ELL L.. Loz.z9 L_ ' Z. t AA 1 _ �Z. 1 U� ,p' 0►�1: 1" Di N : .lh�cN .v P,_ - - - -- l1 k _ - $1�1�+'Z_ -3IC/ �� H • Pvc �'�w� - w_l �►4-1�L - - -- a� r 0 4t J N r S— II —()� 71 425 - 0165 220254 U -S9 � CST Signature Date Telephone No. CST No. Job NO. Parcel #: 022 - 1015 -30 -250 04/12/2007 10:15 AM " PAGE 1 OF 1 Alt. Parcel #: 06.28.18.87D -25 022 - TOWN OF KINNICKINNIC Current X ST. CROIX COUNTY, WISCONSIN Creation Date Historical Date Map # Sales Area Application # Permit # Permit Type 00 0 Tax Address: Owner(s): O = Current Owner, C = Current Co -Owner O - CHOJNOWSKI, ANTONIO J & HESPER L ANTONIO J & HESPER L CHOJNOWSKI 509 MCCUTCHEON RD HUDSON WI 54016 Districts: SC = School SP = Special Proper Address es ' = Primary P Y : ( ) Type Dist # Description SC 2422 ST CROIX CENTRAL SP 1700 WITC Legal Description: Acres: 2.987 Plat: 4166 -CSM 15/4166 FKA 15/4105 SEC 6 T28N R18W SW NW FORMERLY LOT 2 CSM Block/Condo Bldg: LOT 2 15/4105 NKA LOT 2 CSM 15/4166 EXC AS DESC 1906/217 Tract(s): (Sec- Twn -Rng 40 1/4 160 1/4) 06- 28N -18W SW NW Notes: Parcel History: Date Doc # Vol /Page Type 08/17/2006 832415 WD 06/07/2002 681116 1906/217 WD 10/04/2001 658314 1732/242 QC 10/04/2001 658313 1732/241 WD more 2007 SUMMARY Bill #: Fair Market Value: Assessed with: 0 Valuations: Last Changed: 08/10/2005 Description Class Acres Land Improve Total State Reason RESIDENTIAL G1 2.987 50,000 0 50,000 NO Totals 2007: ota s for General Property 2.987 50,000 0 50,000 Woodland 0.000 0 0 Totals for 2006: General Property 2.987 50,000 0 50,000 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 I '1 1906? 2Z7 f3� • WARRANTY DEED 6 8 1 1 1 6 KATHLEEN H. WALSH REGISTER OF DEEDS ST. CROIX Co., WI Document Number: RECEIVED FOR RECORD 06 -07 -2002 9:00 AN WARRANTY DEED Re Address: EXERT # f V- JOc REC FEE: 13.00 � SSS � D y �, S� - TRANS FEE: 24.60 COPY FEfi s 3. PAGES CO FEE: Pa I.D. Number (PIN): 022 - 1015 -30 -200 This Deed, made between Jeffrey Morrow and Jason Morrow, d /b /a Morrow Builders, Grantor, and • Joseph and Pamela Deutsch, husband and wife as survivorship marital property, Grantee, J. Witnesseth, That the said Grantor, for a valuable consideration, conveys to Grantee the following described real estate in St. Croix County, State of Wisconsin: A parcel of land located in part of the SW1 /4 of the NW1 /4 of Section 6, T28N, R18W, Town of Kinnickinnic, St. Croix County, Wisconsin, being a part of Lot 2 of that Certified Survey Map recorded in Volume 15, Page 4166 in the office of the St. Croix County Register of Deeds; described as follows: Commencing at the West Quarter corner of said Section 6; thence along the south line of said SW1 /4 of the NW 1 /4 S88 °04' 14 "E 208.78 feet to the southwest corner of said Lot 2 and the point of beginning; thence along the south line of said Lot 2 S88 79.42 feet; thence NOO °04'27 "E 340.95 feet; thence along the northwesterly line of said Lot 2 S31 °33'34 "W 1 51 .98 feet to the northwest corner of said Lot 2; thence along the west line of said Lot 2 SOO °04'27 "W 208.78 feet to the point of beginning. Containing 21,817 square feet or 0.501 acres. Subject to the right -of -way of the Town Road (Tower Road) as shown on said Certified Survey Map and subject to all other easements, restrictions and covenants of record. The parcels show on this document are being added to the parcel shown on the document recorded in Vol. 4 W, Page BB *, Docket No. 586158 described as follows: 1353 186 The South 208 feet 8 inches of West 208 feet 8 inches of the SW 1/4 of NW 1/4 of Section 6, Township 28 North, Range 18 West, St. Croix County, Wisconsin. This is homestead property. Together with all and singular the hereditaments and appurtenances thereunto belonging- And Grantor warrants that the title is good, indefeasible in fee simple and free and clear of encumbrances except easements and restrictions of record and will warrant and defend the same. Dated this day of Feb.— 2002. (:24 44. Jas6n Morrow 5��a 4 13 STATE BAR Of %vi CON,: if : FORM 2 - 1982 %VARRANTY DEED QC3C:.vlcEtT NO VOL Y-353 PAu l - S6 .T - f'e�r✓ t - damtr /a r - !� r ,o�� - 3_. t73 i en d_ - - T ' - R ! Fl - ----. -a•A -d -sue• tram R _ C`nLLlec w fa A n aha C+�f, w.r y r i _em nd r?ec't: !,,r NCO., -- - - - -- - -- — - - - AUG 1998 1:0f •rps and +vaoanes ao Joseph D. D eutsch and _ - --- /0:Oo -_ P am la J- _ Deut s ch, husbanc: an wife J,P - .4c [s_} ,� a - -- -- -- -- - -.. — - - - - tie t� �► � SPACE RESERVED FCA F.Erlopr' f.; �F1R Croix . the :.rll0aa-ir. descnbed rrai �sia3e in St - -. - - county: State C- 022- 1015-10 a'AACEL NUP -MAR The South 208 feet 8 inches of West 208 feet 8 inches of the SW1 /4 of NW1 /4 of Section 6, Township 28 North, Range 18 West, St. Croix County, Wisconsin. $226 CLI-j FEE i"has -_ 5 -_ . _ _ homestead property. C.eeepta)nto%v Easements, restrictions and rights -of -way of record, if any. Dawdthis_.�' _ -.. _ __.- .tiryof - -�. A ,f!C A . Cowles, E /k %a Myren R. Cowl _ — — _ - -- - -- --- -- - -- (SEAL) -- - ------ - - - - -- (SEAL) A (1 CFILN -1 1(..A 1 1UN ACKNUW LLD(a MILNT Stgman.irc(s) -_ _Karen J. Cowl - /k /a - Slate of Wisconsin, K ar e n_ J . Pa Myre R. Cowles ss County. ) authenticated �his _day of -- August - 19 98 Personally came befixr me this - -__ --• - -.- uay u { Y/ /. 0 e - - - - - - -_ --- --. _ . 19 - -.-- _ . thr n•�.• ab. named -- -- -- 6 1 - -- Kristinof Ogla - - -- - - - I I i L.e. ,or :.i �7.rAI r: BAR Or NV ISCONSih7 - - - - -- - - — — - -_. - -- - - - -- -- — — authorized by §70t) Jti. %Vui. State) to me known to be the person who executed the foregoing instrument ar.J ackno+rledgc the same. TI !NS1RUiJEIJT WAS DRAFTED BY ' Attorney Kristina Ogland - -- - -- - -- --° -- Hu dson W1 — 54016 -- rotary Public, - County, %Vis. `Signatures may be authenucau•d or a(kno++ledged, i)oth are not My :omrtussior.. is permanent. (if not, state ctpirauon date: necessary.) - t�,,.u.. �i o..Y•n < >..tinmt; m . ..... E ;! � J ... Pr —'a nr!o.v ;i.: r.t rr BAR Or WI-it aNiIS 'h •....non �' WARRANTY 0171:1) 0171:1) Form Nu. 2 - 1981 Wes Report Parcel #022- 1015 -10 -100 1 St Croix County, WI Page 1 of 1 2010 Property Record I St Croix County, WI Assessed values not finalized until after Board of Review Property information is valid as of 6118110 Years in reed have delinquent taxes NOTICE: All payments received by County Treasurer will be posted the next day. Property Description Billing Information Parcel ID: 022- 1015 -10 -100 Name / Attn.: JOSEPH D & PAMELA J DEUTSCH Map ID: 06.28.18.87B -10 Address: 555 90TH ST Municipality: TOWN OF KINNICKINNIC City, State, Zip: HUDSON, WI 54016 Public Land Survey: SECTION 06 28N 18W Ownership Quarter: SW Q /Tract: NW Primary Owner: JOSEPH D & PAMELA J DEUTSCH Secondary Owner: NO SECONDARY OWNERS LISTED Plat: NOT AVAILABLE Description: SEC 6 T28N R18W 1A S 208'8" W 208.8' OF SW NW Deed Information ALSO PT LOT 2 CSM 15/4166 COM W1 /4 COR SEC 6;TH S T 88 DEG E 208.78'POB, H S 88 DEG E 79.42';TH N 00 Volume Page Document # DEG E 340.95';TH S 31 DEG W151.98' TH S 00 DEG W 1906 217 681116 208.78'POB 1353 186 586158 Property Address: 555 90TH ST Other Total Acres: 1.50 ACRES Fair Market Value $.00 Assessed Value Assessment Ratio: NOT AVAILABLE FOR 2010 Valuation Date: 08/10/2005 Net Assess. Val. Rate: NOT AVAILABLE FOR 2010 Assessment Type Acres Land Value Improved Value Total Value School Districts: 2422 - ST CROIX CENTRAL G1- Residential 1.50 30,000 169,200 199,200 Totals - -> 1.50 30,000 169,200 199,2001 Tax Detail Installments Net Tax Before Lottery, First Dollar Credits .00 Please pay your 1st installment or full payment to Municipal Treasurer, Lottery Credit ( -) .00 2nd installment to the County Treasurer. First Dollar Credit ( -) .00 Period Due Date Amount Net Tax After .00 Total Taxes - -> .00 Amt. Due Amt. Paid Balance Tax Payment History Net Property Tax .00 .00 .00 Date Receipt Number Amount Special Assessments .00 .00 .00 Special Charges .00 .00 .00 Specials Delinquent Charges .00 .00 .00 Category Amount Private Forest Crop .00 .00 .00 Woodland Tax Law .00 .00 .00 Managed Forest Land .00 .00 .00 Penalties .00 .00 Interest .00 .00 Total .00 .00 .00 http: / /stcroixwi. mapping - online. com /StCroixCoWi/ParcelReport.jsp ?parcelids= 022 - 1015- 10 -100nx &service= 6/22/2010 STO CROIX COUNTY PLANNING &. ZONING EROSION & SEDIMENT CONTROL PLAN Site location: 910 Tower Rd, lot S, Town of Kinnickinnic Owner(s): John & Anne Schuebel Parcel ID #06.28.18.87D -25 Code Adminis 715- 386 -4680 Under St. Croix County Zoning Code 17.70(3)(b) 5: "The (Zoning) Administrator may attach reasonable erosion prevention conditions to a permit approved for issuance." In Land Informatio addition, Wisconsin Uniform Dwelling Code Comm. 21.125 requires the building permit Planning applicant and /or landowner to follow erosion control procedures and maintain them until 715 - 386 -4674 the site has been stabilized (Uniform Dwelling Code Comm 21 is available on -line at: www. commerce. state. wi .us /SB /SB- DivCodesListing.html) Real Property 715- 386 -4677 The Owner of the above parcel is responsible for notification of all contractors performing construction activities on this site that an Erosion & Sediment Control Plan is in effect and the Recycling following activities will be required in order to maintain compliance with the plan: 715 -386- 1. Maintain existing vegetation wherever possible to minimize erosion and sediment movement. The primary source for construction site runoff will be the house foundation and driveway excavation, well drilling, and soil stockpiled until final grading and stabilization is complete. Septic system installation adds to temporary disturbance, but establishing cover on exposed soils will prevent erosion. Apply seed and mulch as recommended in #5 below. 2. Install construction entrance before any excavation begins!! Construction equipment and vehicles must utilize a stabilized driveway access off public road for heavy equipment; this includes cement trucks, well drillers, and other contractor's vehicles that require access to the property during construction. Avoid muddy, rutted conditions that may allow contaminated runoff to reach waterways and/or drainage ditches. Property owner must repair damage to ditches resulting from multiple access points and sediment tracked on public roadways must be removed at the end of each workday. 3. Do not allow contaminated runoff to be directed onto neighboring property or into surface water conveyances. Create temporary diversions graded ALONG CONTOUR between excavated areas and any potential receiving waters (this includes driveway & road ditches) by routing contaminated runoff into vegetated buffer areas on owner's property. (A specification sheet for temporary diversions is available from county). 4. It is likely that contaminated runoff will not be contained with temporary diversions, so installation of approved sediment control products (straw wattles, silt fence, etc.) as shown on engineer's site plan will be required. The POWTS inspector and/or building inspector will evaluate ESC plan effectiveness and recommend additional action required to comply with applicable regulations. Control measures should be installed prior to mound plowing. ST.CROIX COUNTY GOVERNMENT CENTER 1 10 1 CARMICHAEL ROAD, HUDSON, W/ 54016 715386 FAx PZ@CO. SA /NT- CRO/X. W1. US W W W. CO.SAI NT-C R OIX. W I. US r a Page Two – ESC Plan Acknowledgement Form 5. bilize exposed soils (septic system included) with seed and mulch immediately after installation - DO OT wait for final stabilization and/or landscaping of entire site to establish permanent cover on the site. late- season weather conditions will not permit seed germination, a heavy straw mulch cover will pre erosion until vegetation can be established. Erosion control matting can be applied any time of year and talled properly, will provide protection even if seed germination is delayed. The owner rd during site construction will be responsible for compliance with state and county code requirement pecified in this Erosion & Sediment Control Plan. Please feel free to contact me with questions regarding ero & sediment control product installation. PLAN PREPA BY: RYAN YARRINGTON, SOIL EROSION INSPECTOR #683475 Owner ac wledizement of ESC Plan requirements: — (Please and return original ESC form to Planning & Zoning Dept. A copy is attached to the owner's permit and mai ance agreement, which is given to the plumber at time of permit issuance.) ovide copies for excavation contractor, plumber, and town building inspector as needed ST CROIX COUNTY GOVERNMENT CENTER 110 1 CARMICHAEL ROAD, HUDSON, Wi 54016 715386 -4686 FAX PZ @CO. SAINT-CROIX. W!. US W W W. CO. SAINT-CROIX. W I. U S