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HomeMy WebLinkAbout036-1042-40-200 Wisconsin Department of Commerce PRIVATE SEWAGE SYSTEM County: St. Croix Safely and Building Division INSPECTION REPORT Sanitary Permit No: 515069 0 GENERAL INFORMATION (ATTACH TO PERMIT) State Plan ID No: Personal information you provide may be used for secondary purposes [Privacy Law, s.15.04 (1)(m)]. Permit Holder's Name: City Village X Township Parcel Tax No: Stre e, Joshua & Carrie I Stanton, Town of 036- 1042 -40 -200 CST BM Elev: Insp. BM Elev: BM Description: Section/Town /Range /Map No: !d 13 M / ST' 18.31.17.264B TANK INFORMATION ELEVATION DATA TYPE MANUFACTURER— y CAPACITY STATION BS HI FS ELEV. Septic , 3 / Benchmark Alt. BM ,! Z5 4:7S T ire Lo 7 Aeration Bldg. Sewer p 2— Holding St/Ht Inlet I i St/Ht Outlet TANK SETBACK INFORMATION TANK TO � J WELL BLDG. Vent to Air Intake ROAD Dt Inlet .� Septic / � � A Dt Bottom 1 �„ Dosing Header /Man. lZ / �$ Aeration Dist. Pipe 11,95 c ol. Z Holding Bot. System 1 va / q7 ,y Final Grade WU PUMP /SIPHON INFORMATION ,1 `1 g Manufacturer Demand St Cover �+ Co S• 2 GPM ,f,,,,t � Model Number TDH L Friction Loss System He Ft Forcemain Leng Dist. to Well SOIL ABSORPTION SYSTEM BED /TRENCH Width / Length No, Of Trenches PIT DIMENSIONS No. Of Pits Inside Dia. Liquid Depth DIMENSIONS 3 - 2 — SETBACK SYSTEM TO P/L BLDG WELL LAKE /STREAM LEACHING Manufacturer: I INFORMATION CHAMBER OR �l��V"la UNIT Model Number: ^ v; ` I f DISTRIBUTION SYSTEM -1.J 3 Z Header /Manifold Distributio ` Hole Size x Hole Spacing Vent to A' Inta t' Pipe(s) \ �. 3 �� Length - 7 Dia T Length Dia Spacing i x SOIL COVER x Pressure Systems Only xx Mound Or At - Grade Systems Only e'''� Depth Over Depth Over xx Depth of xx Seeded /Sodded Mulched 1 Bed/Trench Center N Bed /Trench Edges \ Topsoil \ ` 0 r No Yes No COMMENTS: (Include code discrepencies persons present, etc.) Inspection #1: / / Inspection #2: Location: 2160 150th Street New Richmond, WI 54017 (SE 1/4 NE 1/4 18 T31 R1 7W) NA Lot 1 Parcel No: 18.31.17.264B 1.) Alt BM Description = C �G, ; n .g �— �. -�t-� 5 O 2.) Bldg sewer length = , Z - amount of cover = R� q�� f�ll ' 0-— ` 1 � � W du Plan revision Required? Yes XNo Use other side for additional information. �� -- Date Insep is Si ure Cert. No. SBD -6710 (R.3/97) II� x 08/27/07 BON 15 :28 FAX 715 386 4686 2001 PAID a m en:o- Mi gav Safety and M"W Division eonaw 201 W. Washington Ave, P.O. Box 7162 �� , C 5 707 7 I t t , n >,, 162 Sit,, sa bero >y CAL, Sanitary Permit Application Soft Tr mambo° Number In accordance with s. Coma 832t(21 Wis. wan,. Code, ahmissiea ord* form 1 de appropriae govmm,eraeI /�Z i)' rJ�LB�rQin �l unit is r *rcd prior to obtaining a Sammy permit Note~ Application form far date -owned POW TS are Ptt,j Address (if difFenW don, mailing address) submi ed to the of Commeme. Pemmat n t motion you provide may be used for secondary I. >n accordance ;: — r>W An �►t�on RECFIVgn Property owner's Name mica[ S 0 /0 Y2 -YO -2o0 Property Owner's Mailing Addnw MAY 2 28 Prey Location IX4 C 4 `' '4V ST CRUIxt:UuNI Y COVLya city, state zip coda FMMPAM&X0NlN 5 E %, N % sea;a, / XQr/ S 002 7/J' T �a' >v R W 11. Type of BaMag (check an tltat apply) ? [ of ¥ (*l or 2 la ndly Dwelling - Number of eedroans .J ,a Subdivision Name Pa6liciCommatiel -Describe the 7/VA 11 /// Cliy or © Stew owned - Desatb -Use )A y a CSM Number . l s! 7 0 Village or -AFZ33 / PTown�r iIL T (Cbedt only one box an lire A_ Canpleelc Pane B if applicable) A, System 0 ReIguem t Syskm 0 rteafmao/Wding Tack Replacement Only 0 Other Modification a Exbong System (explain) B. 0 Permit Renewal 0 Permit Revisw O Change of Phtmber 0 Pamir Transfer to New t.ist Previous Pbrmit Number and Date Issued Before Facpitariot, owns IVY 1'A Check A that a pply) ��Ntm,- Press,alzed 0 Presatriud lo- Geotma OM-Grade ❑ Mmud >24vL o 1suuwAeesoit 0 Mound<zaia orsuiubiesoli c TI is OtherDaspasafComponenttexphiin �PR h t �' ��EPf b_�6 Device (explain) y V. W i sm rssVT atgient Area I nfoiOatgA: 4- re- l 1 Dosiga glow (gpd) Design Sul Application lout pdse Dhperw Area Regaircd (sf) Dbpasd Area Proposed (sf) F]e"dion 5 - f 1� l C J 44 5 0 . 7 6 VI. Tank Info Capacity in Total Sof Manedacuffer Gallons Gallons Units 4 NvWTacks EdsftTaroks v " 1 1 1 U rp h.0 Q+ Hwft ra* /0 /0 0 0 W E S Das*clamb,r W Sad Vii. ftespasiMly St atetneat b rte unidersiped, installation orthe PO shows an the atth,ehed Phmd>er's Name (Print) Pl 's Sigasu -t MP/MPRS Number Business Phone Number � 0 e - S 2 2 3 1 4 7 S - 1 7i - 6 6 b Phtrm es Addnw(Sbeet. C' , State, zip Code) btJ �iJ ��/ VIiL Cowan 1D eparbacat Use Onl 0 A,.,d 0 Disapproved Pix,mit Fee v/ D�jo�e leaned 0 Owner Gt m Reason feu lJenial IX. Conditions of Approval/Reasnas for Die- pproval m Q 144 YSTEM OWNER: ll "U Septic tank, effluent filter and Ie/ai �6�% dispersal cell must all be serviced / maintained f ✓�� , �d� by lumber. 2- wetback recuirerr 'T llf" t.aKc° "'y OW k" �� Q"Y­ as per applicable codelordinances. 88 -27-87 17:35 TO: l/ FROM: 715 Saw *: - f �. r t it I&qL :zoo Sc— c CG . J �- • C ' „�' � ,�,, � ` � � e� � �„' °c j qo ILI 01 (Of 0 �� 4 STe CROIX COUNTY AA A PLANNING & ZONING EROSION & SEDIMENT CONTROL PLAN Site location: 2160150' Street, Lot 1 of CSM #823317, Town of Stanton u >.. Owner(s): Josh and Carrie Streee Parcel ID #18.31.17.264B 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 ". Land Informatio Wisconsin Uniform Dwelling Code Comm. 21.125 requires the building permit applicant Planning and/or landowner to follow erosion control procedures and maintain them until the site has 715 - 386 -4674 been stabilized. (UDC Comm 21: www. commerce. state. wi.us /SB /SB- DivCodesListing.htnd) Real Property The Owner of the above parcel is responsible for notification of all contractors performing 715 - 386 - 4677 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. Surface drainage is toward an unnamed wetland less than 300' from the proposed construction site. 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 `a 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 or POWTS excavation activities. k ; moo.:.. .hMrrC::.':�"..'i. Y... ..v •:: ,.., n. .. ..'..:, a. �. 'fin , "e�"S�X//T 4. FA'i;.;• Y,1 ST. CRO /X COUNTY GOVERNMENT CENTER 1 10 1 CARM/CHAEL ROAD, HUDSON, W/ 54016 71 5386.4686 FAX PZ @CO. SA /NT- CRO /X. Wl. US W W W . C O. SAI NT -C R OIX. W I . US Page Two — ESC Plan Acknowledgement Form r� SP A',,' 2£., .fx,.>,H!:', � 5. f Sbilize exposed soils (septic system included) with seed and mulch immediately after installation - DO wait for final stabilization and/or landscaping of entire site to establish permanent cover on the site. n late- season weather conditions will not permit seed germination, a heavy straw mulch cover will nt erosion until vegetation can be established. Erosion control matting can be applied any time of year and, stalled 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 requiremen ecified in this Erosion & Sediment Control Plan. Please feel free to contact me with questions regarding er & sediment control product installation. PLAN PREP BY: PAMELA QUINN, SOIL EROSION INSPECTOR #665054 Owner ackno gement of ESC Plan requirements: _/_/2009 (Please si d return original ESC form to Planning & Zoning Dept. A copy is attached to the owner's permit and mainte a agreement, which is given to the plumber at time of permit issuance.) P ide copies for excavation contractor, plumber, and town building inspector as needed i ST. CROIX COUNTY GOVERNMENT CENTER 1 10 1 CARMICHAEL ROAD HUDSON, WI 54016 715 -386 -4686 FAX PZ000. SA /NT- CROIX. W/. US W W W. CO. SAI NT-C R O IX. W I . US l VOL 27 PAGE 5197 KATRL7EW R. REGISTER OF DEEDS CERTI FI En S V RVEY MAP ST. CROIX C . RECORD LOCATED IN PART OF THE SE1 14 OF THE NE1 /4 OF 0420/20" 12:25PM SECTION 18, T31 N, RI 7W, TOWN OF STANTON RECTFEE: 1 3It 0 Y 0 EY MAP ST. CROIX COUNTY, WISCONSIN. COPY FEE: 3.00 PAGES: 2 LU LEGEND COMPUTED POSITION FROM WITNESS OWNER NE CORNER t� L U ' MONUMENTS OF RECORD SECTION 18 CHUCK KRUSCHKE I U W '"` 1" STEEL SURVEY MARKER FOUND 1471 220TH AVE. IL NEW RICHMOND, WI 54017 I W 1" STEEL SURVEY MARKER SET 1 (� °r° 1" O.D. IRON PIPE FOUND SURVEYOR I EDWIN C FLANUM ri O 3/4"X 1S" IRON REBAR SET WEIGHING NORTHLAND SURVEYING, INC. N . 1.50 LBS. PER LINEAR FOOT P.O. BOX 14 X X— EXISTING FENCELINE ROBERTS, WI 54023 100' ROADWAY SETBACK LINE M_Mn_[,�_�_�_ [ [�p(� 8 I z — w SOIL BORING S89 °43'36 "W 360.97' I o Ft S s SILT FENCING 327.9-P 33.00' w z_ PROPOSED N NOTE: © DRIVE VU SILT FENCING REQUIRED DURING w CONSTRUCTION AND UNTIL ` Q I DISTURBED AREAS HAVE �- L REESTABLISHED VEGETATION PO cEQ - -X XX o � PAN SSE CQ I �-00 0 W �rJ Z Z ;�gC On/S�,A 33 3 W 0 X - �/ 3 T � LL ¢ `'1AC :' EDWIN C. w FLANUM 01 r gE�K � �s 1 — s s 1 C7 [ot�I w S - 2487 I } AMERY �' I No wIS �'" I t"1 E oP `r' I! m v ..., nrnmmu „m`���C [ L a u U P 4.P N E r N I CM NOTE: This parcel is created d I = ' E j J, Z fi W I pursuant to Section 17.14 I C j (r I Z I (1)(b), St. Croix County Zoning NA Ordinance, and may not be WP vo-Vs j � (nl G-I reconveyed by initial grantee in compliance with this / j LOT'1 /"�� O I I section_ SURVEYORS NOTE: � % / / 5.00 ACRES INC. RE1A/ / 217,809 SO. FT.. LANDS INUNDATED BY NATURALLY / 4 6 Q I OCCURRING NAVIGABLE WATER .54 19 ` 1 C! 8 S 8 SQ. F O. F T. . ' ARE SUBJECT TO THE WISCONSIN .88 i PUBLIC TRUST DOCTRINE. f \ 3.50 ACRES :t Tb O.H.W.M.:EXC. R/W 40.00 1327.9T ' (:l 81 2 9T 33. O — W1/4 CORNER W43 5029.58' i1 N89 ° 43'3 "E 360.97' SECTION 18 `( n EAST- QUARTER LINE E1/4 CORNER 30 6 �• SECTION 18 i f I I I SCALE IN FEET 11” = 100' THIS INSTRUMENT DRAFTED BY KEVIN REED 100 0 a i °� 1 , JOB NO. 06 -12 DATE 02 -28 -06 1 REVISED 03 -21-06 SHEET 1 OF 2 SHEETS di 1 of 2 Vol Page 5197 v h as � 51 re- vo C , A m 0 L,) I ? Ct4. 4 C , 17, I qo 3 POWTS OWNER'S MANUAL & MANAGEMENT PLAN Page I of 2 FILE INFORMATION SYSTEM SPECIFICATIONS Owner ,VD W l � Septic Tank Capacity Coo ga l ❑ NA �S Permit # /� �Q(�/ Septic Tank Manufacturer ���S.eh -- ❑ NA DESIGN PARAMETERS Effluent Filter Manufactured ❑ NA Number of Bedrooms 3 ❑ NA Effluent Filter Model r� a S' ❑ NA Number of Public Facility Units _4�NA Pump Tank Capacity ga l ❑ NA Estimated flow (average) 3 �� gal /day Pump Tank Manufacturer ❑ A Design flow (peak), (Estimated x 1.5) gal /day Pump Manufacturer NA Soil Application Rate (9, 7 gal /day /W Pump Model A Standard Influent /Effluent Quality Monthly average* Pretreatment Unit NA Fats, Oil & Grease (FOG) <_30 mg /L ❑ Sand /Gravel Filter ❑ Peat Filter Biochemical Oxygen Demand (BOD <_220 mg /L ❑ NA ❑ Mechanical Aeration ❑ Wetland Total Suspended Solids (TSS) 5150 mg /L ❑ Disinfection ❑ Other: Pretreated Effluent Quality Monthly average Dispersal Cell(s) ❑ NA Biochemical Oxygen Demand (BODd <_30 mg /L ll n- Ground (gravity) ❑ In- Ground (pressurized) Total Suspended Solids (TSS) 530 mg /L XN A ❑ At -Grade ❑ Mound Fecal Coliform (geometric mean) <_1O /100ml ❑ Drip -Line ❑ Other: Maximum Effluent Particle Size , in 1 dia. ❑ NA Other: ❑ NA Other. ❑ NA Other: ❑ NA * Values typical for domestic wastewater and septic tank effluent. Other: ❑ NA MAINTENANCE SCHEDULE Service Event Service Frequency Inspect condition of tank(s) At least once every: 3 ❑ month(s) (Maximum 3 years) 11 NA ar(s) Pump out contents of tank(s) When combined sludge and scum equals one -third (Q of tank volume ❑ NA Inspect dispersal cell(s) At least once every: ❑ month(s) (Maximum 3 years) ❑ NA ❑ year(s) Clean effluent filter /� At least once ever on [I NA I✓' y' �� ❑year() s Inspect pump, pump controls & alarm At least once every: ❑ month(s) ❑ NA ❑ year(s) Flush laterals and pressure test At least once every: ❑ mo nth ❑year (s) ) ❑ NA ls) Other: At least once every: ❑ month(s) ❑ NA ❑ year(s) Other: D NA MAINTENANCE INSTRUCTIONS Inspections of tanks and dispersal cells shall be made by an individual carrying one of the following licenses or certifications: Master Plumber; Master Plumber Restricted Sewer; POWTS Inspector; POWTS Maintainer; Septage Servicing Operator. Tank inspections must include a visual inspection of the tank(s) to identify any missing or broken hardware, identify any cracks or leaks, measure the volume of combined sludge and scum and to check for any back up or ponding of effluent on the ground surface. The dispersal cell(s) shall be visually inspected to check the effluent levels in the observation pipes and to check for any ponding of effluent on the ground surface. The ponding of effluent on the ground surface may indicate a failing condition and requires the immediate notification of the local regulatory authority. When the combined accumulation of sludge and scum in any tank equals one -third (Q or more of the tank volume, the entire contents of the tank shall be removed by a Septage Servicing Operator and disposed of in accordance with chapter NR 113, Wisconsin Administrative Code. All other services, including but not limited to the servicing of effluent filters, mechanical or pressurized components, pretreatment units, and any servicing at intervals of <_12 months, shall be performed by a certified POWTS Maintainer. A service report shall be provided to the local regulatory authority within 10 days of completion of any service event. I Page Z of START UP AND OPERATION For new construction, prior to use of the POWTS check treatment tank(s) for the presence of painting products or other chemicals that may impede the treatment process and /or damage the dispersal cell(s). If high concentrations are detected have the contents of the tank(s) removed by a septage servicing operator prior to use. System start up shall not occur when soil conditions are frozen at the infiltrative surface. During power outages pump tanks may fill above normal highwater levels. When power is restored the excess wastewater will be discharged to the dispersal cell(s) in one large dose, overloading the cell(s) and may result in the backup or surface discharge of effluent. To avoid this situation have the contents of the pump tank removed by a Septage Servicing Operator prior to restoring power to the effluent pump or contact a Plumber or POWTS Maintainer to assist in manually operating the pump controls to restore normal levels within the pump tank. Do not drive or park vehicles over tanks and dispersal cells. Do not drive or park over, or otherwise disturb or compact, the area within 15 feet down slope of any mound or at -grade soil absorption area. Reduction or elimination of the following from the wastewater stream may improve the performance and prolong the life of the POWTS: antibiotics; baby wipes; cigarette butts; condoms; cotton swabs; degreasers; dental floss; diapers; disinfectants; fat; foundation drain (sump pump) water; fruit and vegetable peelings; gasoline; grease; herbicides; meat scraps; medications; oil; painting products; pesticides; sanitary napkins; tampons; and water softener brine. ABANDONMENT When the POWTS fails and /or is permanently taken out of service the following steps shall be taken to insure that the system is properly and safely abandoned in compliance with chapter Comm 83.33, Wisconsin Administrative Code: • All piping to tanks and pits shall be disconnected and the abandoned pipe openings sealed. • The contents of all tanks and pits shall be removed and properly disposed of by a Septage Servicing Operator. • After pumping, all tanks and pits shall be excavated and removed or their covers removed and the void space filled with soil, gravel or another inert solid material. CONTINGENCY PLAN If the POWTS fails and cannot be repaired the following measures have been, or. must be taken, to provide a code compliant replacement system: A suitable replacement area has been evaluated and may be utilized for the location of a replacement soil absorption system. The replacement area should be protected from disturbance and compaction and should not be infringed upon by required setbacks from existing and proposed structure, lot lines and wells. Failure to protect the replacement area will result in the need for a new soil and site evaluation to establish a suitable replacement area. Replacement systems must comply with the rules in effect at that time. ❑ A suitable replacement area is not available due to setback and /or soil limitations. Barring advances in POWTS technology a holding tank may be installed as a last resort to replace the failed POWTS. T he -its aluat' t alva iS colvai a o mg tank be ' e ai a ?9,1)4411 1T�1� R- A/ W Ca N STIle a I o ❑ Mound and at -grade soil absorption systems may be reconstructed in place following removal of the biomat at the infiltrative surface. Reconstructions of such systems must comply with the rules in effect at that time. < <WARNING> > SEPTIC, PUMP AND OTHER TREATMENT TANKS MAY CONTAIN LETHAL GASSES AND /OR INSUFFICIENT OXYGEN. DO NOT ENTER A SEPTIC, PUMP OR OTHER TREATMENT TANK UNDER ANY CIRCUMSTANCES. DEATH MAY RESULT. RESCUE OF A PERSON FROM THE INTERIOR OF A TANK MAY BE DIFFICULT OR IMPOSSIBLE. ADDITIONAL COMMENTS POWTS INSTALLER POWTS MAINTAINER E me Q � �� Name ne & O J f �� Phone SEPTAGE SERVICING OPERATOR (PUMPER) LOCAL REGULATORY AUTHORITY Name Name s-'�, ( (7U !!I Phone Phone -7/f 3 �(�_ !A This document was drafted in compliance with chapter Comm 83.22(2)(b)(1)(d) &(f) and 83.54(1), (2) & (3), Wisconsin Administrative Code. . 11i11111lfl111111 Illli 11111 111i1111111111111111111 * 8 9 4 9 4 4 1 894944 STATE BAR OF WISCONSIN FORM 3 - 2000 BETH PABST QUIT CLAIM DEED REGISTER OF DEEDS Docu ment Number ST. CROIX CO., WI RECEIVED FOR RECORD THIS DEED, made between Crisdhome Farm, Inc., Grantor, 05/06/2009 02 and Joshua T. & Carrie M. Strege, husband and wife, Survivorship marital QUIT CLAIM DEED property, Grantee. EXEMPT at Grantor quit claims to Grantee the following described real estate in St. REC FEE: 11.00 Croix County, State of Wisconsin (the "Property "): TRANS FEE: 10.50 Part of the SETA of the NEIA of Section 18, Township 31N. Range 17W, PAGES: 1 Town of Stanton, St. Croix County, Wisconsin described as follows: Lot 1 of Certified Survey Map filed April 20, 2006, in Vol. 21 of C.S.M. pg. 5197, as Doc. No. 823317. Recording Area �4 Name and Return Address: Joshua & Carrie Strege 2029 150 Street New Richmond, WI 54017 Together with all appurtenant rights, title and interests. 036 - 1042 -40 -200 Parcel Identification Number (PIN) This is not homestead property. Dated thiO day of "Ip�l1 ( , 2009. Crisdhome Farm, Inc. * * By: David Kruscllke Jvanfoa V P. * * By: Charles Kruschke AUTHENTICATION ACKNOWLEDGMENT STATE OF WISCONSIN ) Signature(s) COUNTY ST. CROIX ) ss. authenticated this Personally came befo a me this -I) + j day of l ( the above named Crisdhome * Farm, Inc., to me known to be the person(s) who executed the foregying instrument an�knowledged the same. TITLE: MEMBER STATE BAR OF WISCONSIN t (if not, authorized by § 706.06, Wis. Stats.) THIS INSTRUMENT WAS DRAFTED BY No6t State of Wisconsin A- , r Iv Robert L. Loberg My commission i (If not, stafO;: *V!4161r4pfeg Loberg Law Office aim/ -%. - • Q' (Signatures may be authenticated or acknowledged. Both are not necessary.) F j J % V - :tn; *Names of persons signing in any capacity must be typed or printed below, their signature i ��, �► ,� .aY 3 C ^sj Q . f•'�e QUIT CLAIM DEED STATt BAR OF WISCONSIN FORM No. 3 -2000 1 of 1 00A `�i D epwovmtOf 01-bin SOIL EVALUATION REPORT �°� n olFistsly�nd 8u/c4�gs � - �- coo oomp "" �e+s in stm F%n now sfie r o i K +hctrwh.at�atiM�rtioc ar vobtiID,dltiaionaro F+aa�t lo. 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CROIX COUNTY, WISCONSIN Creation Date Historical Date Map # Sales Area Application # Permit # Permit Type 06/12/2006 00 0 Tax Address: Owner(s): O = Current Owner, C = Current Co -Owner O - CRISDHOME FARM INC CRISDHOME FARM INC 1471 220TH AVE NEW RICHMOND WI 54017 Districts: SC = School SP = Special Property Address(es): ' = Primary Type Dist # Description " 2160 150TH ST SC 3962 NEW RICHMOND SP 1700 WITC Legal Description: Acres: 5.000 Plat: 5197 -CSM 21 -5197 SEC 18 T31N R17W SE NE CSM 21 -5197 LOT 1 Block/Condo Bldg: LOT 01 Tract(s): (Sec- Twn -Rng 401/4 1601/4) 18- 31N -17W SE NE Notes: Parcel History: Date Doc # Vol /Page Type 04/20/2006 823317 CSM 2007 SUMMARY Bill #: Fair Market Value: Assessed with: 0 Valuations: 1 1 Last Changed: 04/16/2007 Description Class Acres Land Improve Total State Reason UNDEVELOPED G5 5.000 3,500 0 3,500 NO Totals for 2007: General Property 5.000 3,500 0 3,500 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 St. Croix County Land Information Online Page 1 of 1 C Parcel Computer Number: N/A Primary Owner: N/A County Home Search Tax Record Documents } Map Ma !" Search Results Tools... T ools... Search Results -1 Matching Property N Return To Search Methods _ 7 220TH �AY 8'9 Generate Mailing Labels Grid 036- 1042 -40 -200 TOWN OF STANTON CRISDHOME FARM INC 2160 150TH ST, TN STANT N 18 17 P 0 Current Tool: Scale:1 1620 ft. http: / /www.landinfo.co. saint -croix .wi.us /websiteALRPortal/main.asp 5/15/2009 oa/rr/ea TUB 09:32 PAZ 715 3" 49" 0091 ST. calm COOK" SEP= TAW AdAMTENANM AC)REBME 4T AND I O'WNER QP FORM Ownftiftyer 00 Mailing Address �S� �� ,� e� ( T-- �yC7J7 o?/ & O (vaiscmium teMWdfim h t& zopiag Oqmmm brewcoMreeliow) Cit ticw Pt uv Pawd Wmdficsfim xim� Q 36,, - /0 yz - 200 PooMM c oca ,<, A. Al � -A . Sec. 1 8 _. T - U_NI R 1 - 7 W . Tom of S'Tcvn-r o v subdivision Plot. _ . Lot 0 ceroma sur v map # 6 2-33 1 - 7 . vobAte 2 S' i 17 . wwranq mw # X �, 1 gore =nV* . 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Joshua and Carrie Strege 2029 150`" Street New Richmond, WI 54017 Re: Strege Land Use Permit, Filling and Grading in the Shoreland District 2160 150 Street, Lot 1 CSM 21/5197 CodeAdminisrrau Parcel #18.31.17.264B, Town of Stanton 715 - 386 -4680 Land Information & Dear Mr. & Mrs. Strege: Planning 715 -386 -4674, This letter confirms zoning approval according to the plans you have submitted for filling and ` grading an area of approximately 9,500 square feet within 300 feet of the Ordinary High Water Real P . I try Mark (OHWM) of an unnamed wetland to construct a driveway, single - family dwelling, and 715 -4677 private on -site wastewater treatment system ( POWTS) on the property referenced above in the Town of Stanton. Staff finds that the proposed project meets the spirit and intent of the St. Croix R cling 5 - 386 - 4675 County Zoning Ordinance and Shoreland District with the following findings: 1. Filling and grading less than 10,000 square feet in area less than 300 feet from the OHWM ;.„ on slopes less than 25 percent is allowed with a land use permit in the Shoreland District << . pursuant to Section 17.29(2)(c) of the St. Croix County Zoning Ordinance; 2. The filling and grading required for excavating the foundation of a single - family dwelling, „# the driveway, and POWTS are located within 1000 feet of the OHWM and subject to Shoreland zoning requirements. The proposed driveway, single - family dwelling, and POWTS meet all required setbacks and dimensional standards provided in the St. Croix County Zoning Ordinance; 3. The applicant submitted an erosion control and storm water management plan featuring infiltration basins at gutter downspouts for roof runoff. With conditions to install appropriate sediment control measures e.g. silt fence or sediment "logs" below the u: { construction area, to maintain erosion control measures until self - sustaining permanent a vegetation is established on all disturbed areas, to prohibit the use of phosphorous fertilizer to establish and maintain a lawn, to implement the storm water management plan, and record a maintenance and monitoring agreement against the property for the infiltration basins, negative impacts to the water quality of the wetland will be minimized; � °`• 4. The shoreline of the wetland currently is unimproved. With conditions for maintaining the �`f current level of native vegetative cover along the shoreline and within the wetland boundaries to preserve wildlife habitat and provide further filtration of storm water runoff from the site consistent with the standards in the Shoreland District, the natural beauty and > ecology of the wetland will be protected; 5. The St. Croix County Land and Water Conservation Department has reviewed the plans and discussed options for assimilating stormwater runoff from impervious surfaces. Staff recommends that silt fence be maintained until permanent self - sustaining vegetation is established on all disturbed areas, permanent vegetation be maintained between all improved areas and the delineated wetland boundary to act as a buffer to infiltrate runoff »: and trap sediments from the house and the driveway, an operation ST -CRO /X COUNTY GovERNMENT CENTER 1 101 CARMICHAEL ROAD HUDSON, W1 54016 7153864686FAx PZ000.SA /NT- CROIX.WI. US 1NWW.00.SAINT- CR0IX,W.US 1 . r and maintenance agreement for the infiltration basins be recorded against the property, and phosphorous fertilizer not be used; and 6. The Wisconsin Department of Natural Resources has reviewed the plans and commented in an e-mail dated June 3, 2009 that if the land disturbance is less than 10,000 sq. ft. and outside the 75' OHWM setback, no Chapter 30 permit will be required. Based on these findings i approval of the land use permit is subject to the following conditions: 1. The applicant shall be responsible for implementing the erosion control and storm water management plan submitted, and as provided in the conditions below. 2. The applicant shall install silt fencing, straw waddles, and /or sediment logs as needed for control of contaminated runoff from the construction areas for the proposed house and POWTS. 3. The applicant shall maintain all erosion and sediment control measures until permanent, self - sustaining vegetation is successfully established on all disturbed areas of the site. 4. The applicant shall contact the Zoning Administrator when all construction is completed. 5. No phosphorous fertilizers shall be used on the disturbed areas of the site, unless a soil test confirms that phosphorous is needed. 6. The current level of native trees, shrubs, and groundcover along the shoreline of and within the delineated boundary of the wetland shall be maintained. 7. Within 30 days of completing construction, the applicant shall execute and record an affidavit against the property referencing the storm water management plan and a maintenance and monitoring agreement for the infiltration basins and for native vegetation along the shoreline of the delineated wetland boundary with the Register of Deeds, and provide the Zoning Administrator with recorded copies of these documents. 8. Within 60 days of completing construction, the applicant shall submit to the Zoning Administrator photos of the completed project as viewed from all angles. The photographs must also show all storm water management measures and vegetation on the site. This approval does not allow for any additional construction, structures or structural changes, grading, filling, or clearing of vegetation beyond the limits of this request. Your information will remain on file in the St. Croix County Planning and Zoning Department. It is your responsibility to ensure compliance with any other local, state, or federal rules or regulations. Please feel free to contact me with any questions or concerns. Sincerely, Pamela Q uinn Zoning Specialist/Zoning Administrator Enc: Land Use Permit Erosion & Sediment Control Plan Cc: Mike Wallace, Building Inspector, Town of Stanton Steve Olson, St. Croix County Land and Water Conservation Department Carrie Stoltz, Wisconsin Department of Natural Resources CRO COUNTY R ECEIVE D JUL 16 2009 PLANNING & ZONING p�pNNING & ZON NG 0 FICE EROSION & SEDIMENT CONTROL PLAN Site location: 2160150' Street, Lot I of CSM #823317, Town of Stanton Owner(s): Josh and Carrie Strege y. -_ Parcel ID #18.31.17.264B 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 ". Land Informatio Wisconsin Uniform Dwelling Code Comm. 21.125 requires the building permit applicant Plannin and/or landowner to follow erosion control procedures and maintain them until the site has 715 - 386 - 4674 been stabilized. (UDC Comm 21: www. commerce. state. wi .us /SB /SB DivCodesListing.htmi) Real Property The Owner of the above parcel is responsible for notification of all contractors performing 715- 386 -4677 construction activities on this site that an Erosion & Sediment Control Plan is in effect and the following activities will be required in order to maintain compliance with the plan: Recycling 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 y recommended in #5 below. Surface drainage is toward an unnamed wetland less than 300' from the proposed construction site. 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 `q 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 I'll r 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 a additional action required to comply with applicable regulations. Control measures should be installed prior to mound plowing or POWTS excavation activities. '.,.i, _vzrrrr u;F a.; „. ,,, i..,. _,a tea:. ; orriir�c <aw. ..a«..:_ ,,,,,,,,,,, ,,,,, _; ,,,, ,, a ..ci <i,,, ,pia:, .,,,. xi✓rr r,,,,a�a «m� ' ST. CRO1X COUNTY GOVERNMENT CENTER 1 10 1 CARMICHAEL ROAD HUDSON, W1 54016 715 3864686 FAX PZ@CO.SAINT- C WWW.CO.SAINT- CROIX.WI.US Page Two — ESC Plan Acknowledgement Form 5. V ilize exposed soils (septic system included) with seed and mulch immediately after installation - DO wait for final stabilization and/or landscaping of entire site to establish permanent cover on the site. hen late- season weather conditions will not permit seed germination, a heavy straw mulch cover will p' nt erosion until vegetation can be established. Erosion control matting can be applied any time of year and,'M" astalled properly, will provide protection even if seed germination is delayed. f N The owner rd during site construction will be responsible for compliance with state and county code 01 requiremen , ecified in this Erosion & Sediment Control Plan. Please feel free to contact me with questions regarding er & sediment control product installation. PLAN PREPAD BY: PAMELA QUINN, SOIL EROSION INSPECTOR #665054 i Owner ackno dement of ESC Plan re uirements: 7 / /S /2009 (Please siand return original ESC form to Plannin & Zoning Dept. A copy is attached to the owner's permit and mainte , ` agreement, which is given to the plumber at time of permit issuance.) P ide copies for excavation contractor, plumber, and town building inspector as needed , y " .: �i JAI ST. CROIX COUNTY GOVERNMENT CENTER 1 101 CARMICHAEL ROAD, HUDSON, Wi 54016 715 - 386 - 4686 FAA PZPCO.SAINT CROIX. WI.US W WW.CO.SAINT- CROIX.WI.US