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HomeMy WebLinkAbout030-1070-10-185 Wisconsin Department of Commerce PRIVATE SEWAGE SYSTEM County: St. Croix Safety and Building Division I INSPECTION REPORT Sanitary Permit No: 538720 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: Rouleau, James V. & Ke gip. St. Joseph, Town of 030 - 1070 -10 -185 CST BM Elev: InBM Elev: BM sc ption: Section/Town /Range/Map No: 106.() D. b 26.30.19.253A30 TANK INFORMATION ELEVATION DATA TYPE MANUFACTURER CAPACITY STATION BS HI I FS ELEV. Septic Benchmark Dosing fA � ✓ Alt.BM dp O ( W IGIT ' I f /-7 v � Aeration , Bldg. S ewe b ` jC IL Holding T UHt Inlet .fib /aa: 3'Y TANK SETBACK INFORMATION st/ t o_ utl� / o �.� /Oda � TANK TO P/L WELL BLDG. Vent to it Intake ROAD Dt Inlet 30 Septic I Dt Bottom - 70 ' � Dosing � eader/ an. b. M <73 Aeration (_ I f _ 1 Dist. Pipe���? �S �� I ►'[(j I Holding Bot. System Z 2 �S I Final Gra PUMP /SIPHON INFORMATION - -L �' Manufacturer 1 Demand St Cover ( ` V GPM Model Number (j S TDH Lift Friction Lo ystem Head TDH Ft �� It Forcemain Length ia. to well �t 2' ri 5-w o SOIL ABSORPTIO SYSTEM 134 C �(,y S ( BED/TRENCH Width / Length No. Of Trenches PIT DIMENSIONS No. Of Pits Inside Dia. Liquid Depth DIMENSIONS 3 �Z "- - SETBACK SYSTEM TO P/L BLDG WEL LAKE /STREAM EACHIN Manufacturer: 2 INFORMATION CHAMBER O T e Of System: �� �+ I UNIT �I W Model Number: DI TRIBUTION SYSTEM �S eader! anifold / Distribution _ x Hole Size x Hole Spacing Vent to Air Intake I Pipe(s) Length gia Length Dia Spacing SOIL COVER x Pressure Systems Only xx Mound Or At - Grade Systems Only j} / �p Bed/Tre ch Center lj'/ Bed/Tre Edges Top ol Depth of xx SeededlSodded xx Mulched Depth „� ✓- �- [j] Yes 0 No Yes No COMMENTS fInAu code discrepencies, persons present, etc.) Inspection #1: - 7 / 017 I Inspection #2: Location: 793 140th Ave.. `NevRRichmo d, WI 54017 (Gov't Lot 4 26 T30N R1 9W) NA t 2 � - Parcel No: 26.30.19.253A30 1.) Alt BM Description = ' vim I � ( �YJV `V (� r- 2.) Bldg sewer length = I - k 5+ A" q p a 7 p�Qy�� r° M jPA , �h_G J _ - amount of cover > y Z i' a J I � I � N fir► (1✓ Plan revision Required? Yes o Use other side for additional information. SBD -6710 (R.3/97) �� f I ��� / Ins n epctor's Sig ature STe CROIX C OUNTY PLANNING & ZONING ,1WILAWu+:Y .- itMEGi!?1}A:i� 'aY,Y': &', !'S'"i ;+i!:,NF�itSitbfiHY},ffrY,' _ � '56sL.ipA SR?ilt3p a!_ . _, 'niKiF WA'NpfFTSF +IW+ r January 4, 2011 James & Kerry Rouleau 937 Carter Circle Hudson, WI 54016 RE: Sanitary permit for 793 140 Ave., Town of St. Joseph Code Ad ration Lot 2 of CSM V. 17/P.4497 Parcel #26.30.19.253A -30 715 - 386 -46 Land Inform n c& Planning Dear Mr. & Mrs. Rouleau: 715 -386 -4 - Todd Featherstone, your plumbing and excavating contractor, called today to Real operty discuss the status of your sanitary permit application and potential timetable for - 386 -4677 construction at the above site. He suggested that I send you a brief letter regarding our conversation to make sure all parties are kept informed of progress on this Recycling project. 715 - 386 -4675 1 issued the state sanitary permit on October 26, 2010, which includes a condition for obtaining a special exception permit prior to excavating for the proposed POWTS installation. The permit card and copies of the approved application form for owner /contractor are available to be picked up here at the zoning office. I am currently working on the staff report and power -point presentation for your after - the -fact special exception, which will be presented to the Board of Adjustment on January.27 One of the recommended conditions will be to obtain after - the -fact grading and pond permits from Wisconsin DNR. A copy of the report and exhibits will be mailed out the week prior to the hearing. If the Board a h 9 approves the request, q , you will then be able to apply for a building permit from the Town of St. Joseph for the proposed 3- bedroom cabin. As a reminder, the second dwelling shown on the site plan for the special exception permit will not be issued sanitary or building permits until the parcel has been further subdivided and the land division recorded on a Certified Survey Map. Sincerely, �. - -1 amela Quinn Zoning Specialist Cc: Todd Dolan, Town of St. Joseph Building Inspector Clerk, Town of St. Joseph Todd Featherstone, POWTS installer Carrie Stoltz, WI DNR Water Regulations ST. CRO /X COUNTY GOVERNMENT CENTER PZ @CO. SAINT- CROIX. W/. 1 101 CARMICHAEL ROAD, HUDSON W/ 54016 715386-4686 f US W W W.CO.SAI NT-C ROIX. W I BASS LAKE REHABILITATION DISTRICT St. Croix County, Wisconsin Commissioners John M. Coughlin, Chairman December 9 , 2010 755 - 140th Avenue New Richmond, WI 54017 Hm: 715- 246 -5320 Kevin Grabau Wk: 715- 377 -0203 Code Administrator FAX: 715- 377 -0774 St. Croix County coughlin I @pressenter.com 1101 Carmichael Road Hudson. WI 54016 John Haag, Treasurer 1450 Ridge Run Dear Mr . Grabau New ew . Richmond, WI 54017 , Hm: 715- 246 -7574 ihaagdds @yahoo.com yesterday, I received notification from Pam Quinn regarding a Board of Adjustment hearing for a Special Exception for filling and grading within Richard B. Allyn, Secretary the Bass Lake shoreland district. The request is from James and Kerry 783 Aushegun Trail Roleau for property on 140 Avenue. New Richmond, WI 54017 Hm: 715- 246 -5406 Wk: 612- 349 -8571 As chair of the BLRD, I am requesting a postponement of the hearing until rballyn @rkmc.com after the commissioners and district residents have an opportunity to review the proposal. The next meeting is scheduled for Monday, February 7, 2011 Ron Laumeyer at 7:00 p.m. The Roleau's have an existing cabin on the lake and, therefore, 757 — 150th Avenue should be aware from past meeting minutes and announcements that all New Richmond, WI 54017 proposed building plans must be presented to the commissioners at a Hm: 715- 246 -9635 lummie @frontiernet.net regularly scheduled meeting. The commissioners met in September and November and the plan could have been presented at one of those meetings if a January adjustment hearing was desired. Tom Spaniol 747 West Shore Drive Somerset, WI 54025 Thank you for your cooperation. tis_paniol _ northlc.com Sincerely, Rick Colbeth 661 Valley View Trail 1 f e Somerset, WI 54025 � Hm: 715- 549 -6701 ccolbethrick .„yahoo.com Town of St. Joseph Rep. John M. Coughlin Chair Robert Shearer 986 Drover Trail cc: James and Kerry Roleau Hudson, WI. 54016 Hm: 715- 386 -7679 rdishearer(cDaol.com 4111- St. Croix County Rep. _ "r( //'�" ST CROIX COUNTY :I. - PLANNIN ZONING December 13, 2010 John M. Coughlin Chair, Bass Lake Rehabilitation District 755140 Avenue New Richmond, WI 54017 Code Administra 715- 386 -4680 RE: Letter dated December 9, 2010 Landlnformadon Dear Mr. Coughlin, Planning 715 - 386 -4674 I received your letter dated December 9, 2010 that requested a postponement of Real Proper the St. Croix County Board of Adjustment (BOA) public hearing regarding the 715-3 X 677 James and Kerry Rouleau property (Parcel 26.30.19.253A -30) for a filling and grading special exception permit. You stated that this matter has not been before Re cling the Bass Lake Rehabilitation District (BLRD) and that building plans must be -386 -4675 presented to the BLRD at a regularly scheduled meeting. You stated the next BLRD meeting is scheduled for February 7, 2011. Planning and Zoning staff have reviewed your request to postpone the BOA hearing until after February 7, 2011. One of the main reasons for the County's application process timing is to allow for other approval and recommendation authority processes to play out so that the BOA has this information to use in making its decisions. Staff will schedule this hearing for the February 2011, BOA meeting, typically the fourth Thursday of the month, to allow the BLRD's process to run its course. This hearing cannot be scheduled later than the February meeting unless a postponement request is submitted by the property owners. The BOA will set its meeting date in February at its January 2011 meeting. Please contact me if you have any further questions or would like to discuss this matter further. Sincerely, Kevin Grabau Code Administrator Cc: James and Kerry Rouleau, property owners ST. CRO1X COUNTY GOVERNMENT CENTER 110 1 CARMICHAEL ROAD, HUDSON, W1 54016 71 5386 -4686 FAx PZC>C0.SAINT- CR01X.W1,US WWW.CO.SAINT- CROIX.WI.US Wisconsin Department of Commerce PRIVATE SEWAGE SYSTEM County: St. Croix Safety and Building Division INSPECTION REPORT Sanitary Permit No: 538720 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: Rouleau, James V. & Kerry St. Joseph, Town of 030- 1070 -10 -185 CST BM Elev: Insp. BM Elev: BM Description: Section/Town /Range/Map No: 26.30.19.253A30 TANK INFORMATION ELEVATION DATA TYPE MANUFACTURER CAPACITY STATION BS HI FS ELEV. Septic Benchmark Dosing Alt. BM 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 Holding Bot. System Final Grade PUMP /SIPHON INFORMATION Manufacturer Demand St Cover GPM Model Number TDH Lift Friction Loss System Head TDH Ft Forcemain Length Dia. Dist. to Well SOIL ABSORPTION SYSTEM BEDITRENCH Width Length No. Of Trenches PIT DIMENSIONS No. Of Pits Inside Dia. Liquid Depth DIMENSIONS SETBACK SYSTEM TO P/L JBLDG IWELL LAKE /STREAM LEACHING Manufacturer: INFORMATION CHAMBER OR Type Of System: UNIT Model Number: DISTRIBUTION SYSTEM Header /Manifold Distribution x Hole Size x Hole Spacing Vent to Air Intake Pipe(s) Length Dia Length Dia Spacing SOIL COVER x Pressure Systems Only xx Mound Or At -Grade Systems Only Depth Over Depth Over xx Depth of xx Seeded /Sodded xx Mulched Bedlrrench Center Bed/Trench Edges Topsoil 51 Yes g No ® Yes No COMMENTS: (Include code discrepencies, persons present, etc.) Inspection #1: / / Inspection #2: Location: 793 140th Ave. New Richmond, WI 54017 (Gov't Lot 4 26 T30N R1 9W) NA Lot 2 Parcel No: 26.30.19.253A30 1.) Alt BM Description = 2.) Bldg sewer length = - amount of cover = Plan revision Required? wQ Yes ❑ No Use other side for additional information. SBD -6710 (R.3/97) Date Insepctor's Signature Cert. No. Safety and Buildings Division County m ` 201 W. Washington Ave., P.O. Box 7162 po Madison, WI 53707 — 7162 Sanitary Permit Number (to be filled in by Co.) �,� (608) 266 -3151 �J Department of Commerce v Sanitary Permit Application to Plan I.D. Number In accord with Comm 83.21, Wis. Adm. Code, personal information you ov' maybe used for secondary purposes Privacy Law, s15.04(1 Xm) Project Address (if different than mailing address) I. Application Information - Please Print All Inform 0 77-3 / A16 � Property Owner's Name Parcel # Lot Block # �SEP 2 0 2010 �cl � 0 — r',r' v 63D •� /076 � 6' - /$5 _") ,` Property Owner's Mailing Address ST. CROIX COUNTY Property Location Z R^jl �. C� /`c NNING Z£ ZONING OFFICE City, State - Zip Code Phone Number �� /� AV, Simon T 3 Cl N; R _ 1T E or I1. Type of Building (check all that apply) ak ud 1 or 2 Family Dwelling - Number of Bedrooms Subdivision Nam CSM Numb N ❑ Public/Commercial - Describe use C��� 1/ � / ? 1 7 7J p ' ❑ State Owned — Describe ' Use hA d Id I 0 Z PCity ❑Village Rf ownship of _ III. Type of Permit: (Check only one box on line A. Compl i e B if applicab A. New System ❑ R eplacement System y ep ❑ Treatment/Holding Tank Replacement Only ❑Other Modification to Existing System B. El Permit Renewal El Permit Revision ❑Change of ❑Permit Transfer to New List Previous Permit Number and Date Issued Before Expiration Plumber Owner IV. Type of POWTS System: Check all that a ppw Von - P ressurized In -Ground ❑ Mound > 24 in. of suitable soil ❑ Mound < 24 in. of suitable soil ❑ At -Grade ❑ Single Pass Sand Filter ❑ j ag Constructed Wetland ❑ Pressurized 1n- Ground ❑ Holding Tank ❑ Peat Filter ❑ Aerobic Treatment Unit ❑ Recirculating Sand Filter ❑ Recirculating Synthetic Media Filter bleaching Chamber ❑ Drip Line ❑ Gravel -less Pipe ❑ Other (explain) 2 ft - Y V. DispersaVIrreatment Area Information: LOA Design Flow (gpd) Design Soil �Iicatiim Rate( Dispersal Area Required Dispersal Area Pro (s System jElati j" - O VI. Tank Info Capacity in oral Number ufacturer Prefab Site Steel Fibef Plastic Gallons Gallons of Units Concrete Constructed Glass New I Emstmg J Tanks Tanks W rG � �ww Septic Holding Tk an ✓ v /. e t Z ,., Aerobic Treatment Unit C Dosing Chamber VII. Responsibility Statement- 1, 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 7 &i v Plumber's Address (Street, City, State, Zip Code) rN Ai 4<0 / l4 l, , VIII. an /D epartment Use On ?q pproved pp / Sanitary Permit Fes (includes Groundwater Date sue uing gent St amps) Surcharge Fee) � l ven Reason for Denial �` � �+��J✓ IX. Conditions of ApprovaUReasons for Disapproval SYSTEMPWNER: (it•+�e�` ;Qs�41�/ L' �"' 1. septic tank effluEnt finer and J� �b fh 4 i?L c o -A -- dispersal cell must all be HrrvJces t maintained as per management plan provided by plymb@t, : `�' v� �7� /J f� °SY Z. 11� suck tequ(�emertts MW be r�intaintavd � J �'�" ' t 0 Pir q*kW* Code I W*AVW 4 V Attach compieh plans (to the County oety) fm the rot eo paper not less than 1/2 x 11 in _tA /) �s $ 2 ' �s 9 A ��e LO S13D -6398 (R. 01/03) Z wi S U<57_ /t'1� y 3, U z Govr? r � r /OU/ ROZAJ s � � �� 5) ��� l l; �,4 .�. Q�t�•c. off' o . olr� h� Ply `rj_� a, k.", u �i . ty j P4 ve oo' 3/d !fi � IV, � � � � � ►.40^', �M Co �e�• y e oornor gn 'A;$Y sys -.den, aloo ys �� 63 9�y6' _ 9i• PY'syr�, �lov� r �1 6123664100 7153811704 Plot Plan for Site and Soil Evaluation Page 3 of 3 Property Owner V, .:EM A, 'R, j »l40ft. Legal Description o F- -ter ��`I�� S��o, (imcept where noted) - 1`300, E►aVJ 7,DVJJ pi- ST, Cryt y. = Backhoe pit A � Dy , w\,z5cooslkl- 77 Aer��s North b b 73- 0 _s1 p _ � 1 c �y4'�" A'`• �oPb� a s-trzuccl'u �� B G �Ooq P � AND t5M 32s'co1= pc PJr� P 1P� 2 �nP 20 �c.. 12.5 � Ta t •, s' s a u Site L anon: qo +t s£ CONVENTIONAL COMPONENT DESIGN Residential Application INDEX AND TITLE PAGE Project Name: Owner's Name: Owner's Address: �tu�t Ste, lit LZ U %6 Legal Description: _ ���/C ��� �� �6, Township: County: 5 (72� e/ Subdivision Name: Lot Number: Parcel ID Number: Page 1 Index and title Page 2 Plot Plan Page 3 System Sizing & Cross - Section Page 4 _ Filter Specs Page 5 Maintenance Information Page 6 Management Plan Page 7 St. Croix Cty Septic Tank Maintenanc Form Page 8 Warranty Deed Page 9 CSM or Plat Attachments: Soil Test & House Plans Designer /Plumber: z License Number: ��1P Date: Phone Number Signature Designed pursuant to the In- Ground Soil Absorption Component Manual for POWTS Version 2.0 SBD- 10705 -P (N.01/01). Page 1 Featherston no VC % 4", 2G 7"30 kl You Need We Dig. / fo ry ve No � �`► rr / ) r x, 4 4_ r ri s,. E a / z n 6� 3 f `Y «s' 6123664100 7153811704 SYSTEM CROSS SECTION MAN HOLE INSPECTION PIPE GRADE A ZABEL FILTER I 4� SYSTEM ELEV. v BIO DEF © p a v 9 pl) li-J -TA- ME LOT - R - SLA3 CO VC T;l 3 � J� 'C � vlReoorwiro.parbrwntefcenarwea SOIL EVALUATION � 1 3 olvida, ofi suety and eu s in a000rdarroe vAh Comm M Vft Adnr. Code OWN* Sr. CROIX Aftach corrrptete of plan on paper not lace 1Mn 81f2 rr 11 i elwa in ataa. Plan must incirde. but not imMad im ramie d and horirorkat raleraero i point (8W d mcftn and Fellow M 030-1070 -10-135 peroet elope, scale ordirierwiorra, rwrM arrow, and iocalion aM distance to n 10 1 1 rare. punt all kblarand n. Dale Pena. kdmnmftn ym pad■ e y be.sW Fix Mobf4w q.. s 1 t» ow Pmp u*Owrwr LrocaGon . JAMES V. & KERRY A. M XJLEAU Gw4 - NE 1M NE 1M S 26 T 30 N R 19 PropeAy Owners Ya8 In Address v i LU IV w4 lMock# Subd. Naaw or CSW 937 Carter Clrcle COU 2 - CSM 174497 My Shile 22p Oub ZONING OF I ■ VEW own Neared Road lludsan. WI 54016 { - 140& Avenue El NewCondnx lion tfseo Residential / Number of bedoorrra Cafe derived desgn tlaw rate GPD ®R"W nwnt ® Publicorcoaa w old- Deaalbe: Pmant nwleriN SwAy oulwasii Flood Plan elevation Ifappicable tt Gerwral oonramtc Connrmttlon � ft+es _ 0.6 loafing tale and .e corvowdalloo /�, I /1 �o / liri r.�1fo �` J v" �i (Sih- 83 3�CY S z O R El Pb Groundsurfaoesisv. ft&tp C DePM1s RrA helot 58 in- Sol Awkshon Rate Horisorr Deplh Dominant Color Radon Ell 1 pion Tedtss SMrcbAo Caidebance Bou dwy Roots �W 1.� in Munn r QL SL Colt. Color Gr. Ss. Sh E * EW2 1 0-6 10YR3i2 - 1 3fgr mvfir cb 3vf-co 0.6 0.8 2 6-18 - 1 2 f mvfr cw 2vf 0.6 0.8 3 18 10YR4/4 - I 2f - assbh nmfr cw 2vf 0.6 0.8 4 30..45 7.5YR3/4 - d 2fsbk mfr cs lvf-f 0.6 1.0 5 45-58 7MM4/4 - A if -msbk mfr as - 0.4 0.7 6 58-63 7.5YR414 ftf7.sYRY4 s1 0m mfr _ - 02 0.6 lioriaon4 6ss-w. [ - 21 eonrgS ® (a Pk Grorndsrafaceeiev 4%w f. Depoftemi' bcwr 'S5 Sol ftoWffim Rafe Ho tton DepM Mi iwnt cow Redox Descdpron Terdrae Sirrrdure ConsWerras Boundary Roots GPM in Mned ©u SL ConL Color Gr. Si Sh -EW -EM2 i 0-5 I0YR312 - 1 MW mvfr cs 3vf-co 0.6 1.0 2 5-16 IM414 - 1 2f -ambk Mvfr cw 2vf-co 0.6 1.0 3 1640 7.TM4 - sl 2fsbk mfr ca► 2vf-f 0 - 6 1.0 4 4 G - 5 5 7.5YR4/4 - sl if -msbk Mfr as - 0.4 0.7 5 55-60 5YR4/6 nf7.5YR4l4 sl 0m mfr - _ 02 0.6 3&4 bm sa.re sc Etruwt/1= >30<22Dmyl.andTSS >30<1SDmyL. - Egkmtt12= <30 mgt.andTSS =3DmyL {Pl CST Name ease Prim - - - CST Number 's Sail T & V L 2248;12 Address Dale Corduded Telephone Number W9875 690th Avenue. R1aer Falls, WI 54022 07-09-10 ! (715) 425-1775 ( Mv I t I bM , I Plot Plan for Site and Soil Evaluation Page 3 of 3 Property Owner Iw-cs V, i�' K-e M , lR I-eA, u 1 " =40ft Legal Descriptio m;��`� s��, (except where noted) T300 -i qW 3r ST. J DsE t''t Sr. CROP X I E� = Backhoe pit COtAN`t`ji W�5C0►J�irJ. 13, - 7 7 . CXGT -S North 4 > -600� -M 0-4"' 5E ` ✓ p �S GQ�� 1 ,TfZU CG lTZ� � ®raD 'f5M'Zs tOF pF �'VG P APE sip 105, �3 z 9 lA Q_ Site Location: o w. w Z.b STe CROI COUNTY PLANNING &. ZONING October 26, 2010 Mary Jo Huppert, CST #224832 W9875 690 Ave. River Falls, WI 54022 RE: Soil reports for James Rouleau property CodeAdmr ration Lot 2 of CSM V. 17/P.4497 Parcel #26.30.19.253A -30 715 - 386 -46 in Gov't. Lot 4, Town of St. Joseph, WI Land Inform n & Planning Dear Mary Jo: 715 -386 -4 Zoning staff made a second site visit on October 25th at the above location to verify Real operty data on three soil reports that were submitted on September 24, 2010. After - 386 -4677 obtaining additional information, we were able to locate the tested area used in a sanitary permit application for Rouleau's cabin. The site plan in the report indicated Recycling that stakes for the proposed structure were approximately 300' south of 140 Ave., 715 - 386 -4675 but our measurements determined that the northerly stake is —110' south of the road right -of -way. Benchmark 2 is —140 feet south of the right -of -way. The three test pits appear to be greater than 300 feet from the Bass Lake OHWM. We discovered that B3 of the report used for the sanitary permit application is the same as test pit B1 of the soil report labeled as "Site 2 ". Now that the tested area has been located, we will be able to complete the sanitary permit review process. The system elevation will have a maximum depth of 19 inches, which means additional soil will have to be placed over the leaching chambers to meet a minimum 12 inches of cover per component manual SBD- 10705 -P (N.01/01) The soil report labeled "Site 2" will still require the following corrections or data verification: 1. Correct the distance from 131 to 140 Ave. (approximately 195', not 400'); 2. Indication of the tested area's distance to Bass Lake's OHWM , which must be >50 ft. as per Comm 83.43 setback requirements, but need to verify for Shoreland zoning requirements; 3. Fourth test pit marked "Did not use" should be described since it is located within the tested area and redox features are indicated in all three other test pits. 4. Sands don't have structure and should be "Osg ", not "Om" — soil descriptions need to follow proper nomenclature to identify conditions found in the test pit. A third soil report labeled "Site 3" is intended for a POWTS location between the existing accessory building and a newly constructed pond. Although the area has been graded during work on the pond, the tested area is identifiable. The designer will need to take into account the water level in the pond when determining the ST. CRO /X COUNTY GOVERNMENT CENTER PZPCO. SAINT-CRO /X. Wl 1 101 CARMICHAEL ROAD, HUDSON, W/ 54016 715-386 -46861 US WWW.cn CTAINT- C.RCIIX W1 f system a flon, BDMUTT as a man-ma 8e pona it won neea to meet e - Please f el free to contact me with any questions you may have regarding the corrections requested or Shorela d zoning requirements that affect this property. Sincerely, Pamela Qui Zoning specialist Cc: James & erry Rouleau Town of Joseph Todd Fea erstone, MP #242514 I VYlecorsinDepartmentof Comme0 OIL EVALUATION REPORT p age 1 of 3 Division of Safety and Buildings Comm 85, Wle. Adm. Code +xY ST. CROIX Attach complete site plan on paper not less than 81/2 x 11 bid in size. Plan must i wkide, tut not limiled to: vertical and horizontal reference point (BM), direction a Parcel I.D. 030 - 1070 - 10 - 185 percent slope, scab or dimensions, north arrow, and location and distance to nearest road. Please print all Reo Personal inAormstion you provide may be used for • s. 15. 9 (1) (m)). G{�lirVy�� ! ,�-7// 0 Property Owner PrMop Kly Location 11 El JAMES V. & KERRY A. R ULE Lot - -- NE 1/4 NE v4 S 26 T 30 N R 1 Property Owner's Mating Address Lot Block #i Subd. Name or CSAW 937 Carter Circle ST. CROIX COUNTY -- CSM 174497 CRY Wage • own Neared Road Hudson, WI 1 54016 ( 715 386 - 6858 140th Avemre New Construction UseE] Residential / Number of bedrooms 2 Code derived design flow rate GPD Replacement Public or commercial - Describe: Parert material sandy outwash Flood Plain elevation if applicable bl A R. General comrnerft and r. 9,�a Convention in -ground trendx�s - rate (�> 07 l' S/ /Gt �'� .Ac L'� f'f'a"' y' F !t %�`�= "ry ?&T- >zY ' V l Boring 8 Boring y ° S i 7Z(} , Q Pit Ground surface elev. '? q&, R. Depth to limning factor 58 b Sol Application Rabe Horizon Depth Don* rtColor Redox Description Texture Structure Caxidenoe Boundary Roots GPOW IM Mundell Qu. Sz. Cont. Color Gr. Sz. Sh. 'EfM1 *FM 1 0-6 IOYR3/2 - 1 3fgr mvfr cb 3vf-co 0.6 0.8 2 6 -1$ 1 10YR3/2 2 Z" l 2f -msbk mvfi' cw 2vf-co 0.6 0.8 3 18_30 10YR414 - 1 2f -msbk mvfr• cw 2vf-m 0.6 0.8 4 30-45 7.5YR3/4 - sl 2fsbk n' cs lvf-f 0.6 1.0 5 45 -58 7.5YR4/4 - A if -msbk mfr as -- 0.4 0.7 6 58-63 7.5YR4/4 f1f 7.5YR3/4 sl 0m mfr __ -- 0.2 0.6 Horizon 4 has some gr. F 2 ❑ Boring Borin e Q Pit Grouts su tsce elev. � R. Depth to Crafting factor 55 b Sol Application Rate Horizon Depth Domilunt Color Redox Description Texture Structure Consistence Bound ary Roots GPDW In. Mutsell Qu. Sz. Cont Color Or. Sz. Sh. 'Eti81 'Etf82 1 0 -5 1 WPM - 1 3fgr mvfr cs 3vf-co 0.6 1.0 2 5 -16 10YR414 4 j q4 1 2f -msbk mvfr cw 2vf-co 0.6 1.0 3 16-40 1 7.5YR3/4 - sl 2fsbk mfr cw 2vf- f 0.6 1.0 4 40-55 7.5YR4/4 - sl if -msbk mfr as - 0.4 0.7 5 55-60 5YR4 /6 fif 7.5YR414 sl Om mfr -- 0.2 0.6 Ho rizons 3 &4 have some gr. ' E;; t 81 =BPD > 30 < 220 mg/L and TSS >30 < 150 mg/L ' Effluent #r2 = BOD _< 30 mg/L and TSS <_ 30 rng/L CST Name (Please Print) — — CST ",bar M2a Jo Hu llister's Soil T & PtLdwj 224832 Address Date Eva Conducted Telephone N=W W9875 690th Avenue, River Falls, WI 54022 07-09-10 (715) 426 - 1775 {A1T M1/TMIM� Property owner -- ROOU lames V . & Kerry A. Parcel 10 8 030 - 1070 - 10 - 185 Page 2 of 3 3 # U Boriry (srre 1) E l Pit Ground surface elev. 'A'4(, ft. Depth to rnift factor 62 in. Sol Application Rate Horizon Depth Dominant Color Redox Des iplion Texture Structure C4nsielenee Boundary Roots GPOW in. Muria" Qu. Sz, Conk Color Gr. Sz. Sh. 'EM1 •011112 1 0 -4 10YR3/2 -- sl 3f -mgr mvfr cb 3vf-co 0.6 1.0 2 4 -28 2 0 _ sil 3fabk mfr cs 2vf-co 0.6 0.8 3 28 -36 7.5YR3/4 -- A 2fsbk mvfr cs 2vf-f 0.6 1.0 4 36-62 7.5YR4/6 -- is 0s9 ml as lvf-f 0.7 1.6 5 62 -65 7.5YR4/4 flf 10YR4/6 S&gr Osg ml -- -- 0.7 1.6 odzon 5 has massive layers of sit. Boring; Borne Pit Ground surface alev. ft. Depth to brAkV factor in. Sol Application Rabe Horizon Depth Dominant Color Redox Description Texture Strucgxe Consistence Boundary Roots GPOW in. Muned Qu. Sz. Conk Color Gr. Sz. Sh. - EfM1 *EfW2 F emft# S soft PH Ground surface elev. ft. Depth to Nrr>rtlng factor in. — Sol Application Rate Horizon Depth Daninark Color Redox Description Texture Structure Consistence Boundary Roots G in. Muneell Qu. Sz. Conk Color Gr. Sz. Sh. 'EM1 'EfW2 f EfAuert ft1 = BOD > 30:5 220 mg/L and T33 >30 < 150 ng/L Effluent rf2 = BOD < 30 mgA. and TSS <_ 30 rrgA. The Department of Commerce is an equal opportunity service provider and employer. If you need assistance to access services or need material m an alternate format, please contact the department at 608- 266 -3151 or TTY 608- 264 -8777. seo- stwrarO maoj Plot Plan or Site and Soil Evaluation Page 3 of 3 Property Owner V. i K:ELU A , KoULERu I " =40ft Legal Description m4-;: o f --i,r ,j,'JLI � 5��, (ivwept where noted) T30N , 12,11\0 . T Ovjo 0 S-c. � ��� �� . --ST. CRO y Backhoe pit x, '77 AeX�S North 0 "0 P 1 S �D� ASS !u•... r , � - k'� o r Puc,P P ��E 'SM �2s'tol y2 . 'p �� y�aU� AP P ¢, X .. a Site Location: L POWTS OWNER'S MANUAL & MANAGEMENT PLAN Page 1 of 2 RLE INFORMATION SYSTEM SPECIRCA77ONS Owner (7— e Septic Tank Capacity ga l ❑ NA Permit # Septic Tank Manufacturer WIQSER ❑ NA DESIGN PARAMETERS o � V Effluent Filter Manufacturer ZABEL ❑ NA Number of Bedrooms Q NA Effluent Filter Model A100 0 NA Number of Public Facility Units ❑ NA Pump Tank Capacity gal ❑ NA Estimated flow (average) gal/ Pump Tank Manufacturer WIESER C3 NA Design flow (peak), (Estimated x 1.5) gal /day Pump Manufacturer ZOELLER ❑ NA Soil Application Rate ga[/day ft` Pump Model ❑ NA Standard Influent /Effluent Quality i Kinrtithly average' Pretreatment Unit NA Fats, Oil & Grease (FOG) 1 <_30 mg /L ❑ Sand /Gravel Filter ❑ Peat Filter Biochemical Oxygen Demand (13013,) 5220 mg/L X NA ❑ Mechanical Aeration ❑ Wetland F Total Suspended Solids (TSS) _150 mg %L 0 t3isinfection ❑ Other: Pretreated Effluent Quality Monthly average Dispersal Cell(s) ❑ NA Biochemical Oxygen Demand (BOD i <_30 mg1L ❑ in- Ground (gravity) In- Ground (pressurized) Total Suspended Solids (TSS) <_30 mgfL X NA ❑ At- Grade ❑ Mound Fecal Coliform (geometric mean) 510 cfu /100ml ❑ Drip -Line ❑ Other: Maximum Effluent Particle Size Y in dia. IM NA Other: XCNA Other: NA Other. X3 NA "Values typical for domestic wastewater and septic tank effluent. Other: [ANA MAINTENANCE SCHEDULE Service Event Service Frequency Inspect condition of tank(s) At least once every: ❑ month(s) (Maximum 3 years) ❑ NA ❑ y eaXs) Pump out contents of tank(si ' When combined sludge and scum equals one -third (y of tank volume ❑ NA Inspect dispersal cell(s) At least once every: ❑ month(s) (Maximum 3 years) ❑ NA 11 yelrx) Clean effluent filter As AJL__6ll&-D At (east once every: f�t'f3f�ilMifyar( )(s) ❑ NA Inspect pump, pump controls & alarm At least once every: ❑ month(s) 13 N4 ❑ year(s) Flush laterals and pressure test At least once every: ❑ month(s) El NX ❑ year(s) Other: - - -- ❑ month(s) At least ante every: p year(s) ❑ NA Other. ❑ NA MAINTENANCE INSTRUCTIONS Inspections of tanks and dispersal cells shall be made by an individual carrying one of the following licenses or certifications: Master Plumber; Master Plumber Restricted Sewer; POWTS Inspector; POWTS Maintainer; Septage Servicing Operator. Tank inspections must include a visual inspection of the tank(s) to identify any missing or broken hardware, identify any cracks or leaks, measure the volume of combined sludge and scum and to check for any back up or ponding of effluent on the ground surface. The dispersal cetl(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 (Y or more of the tank volume, the entire contents of the tank shall be removed by a Septage Serviring 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 filter mechanical or pressurized components, pretreatment units and any servicing at interval of 512 months, shall be performed by a certified POWTS Maintainer. `� A service ' report be prove a to a focal regulatory authority within 10 days of completion of any service event. START UP AND•OPERATiON Page 2 of 2 For new construction, prior to use of the POWTS check treatment tankis) 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 ravel or another ther inert soled 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. ❑ The site has not been evaluated to identify a suitable replacement area. Upon failure of the POWTS a soil and site evaluation must be performed to locate a suitable replacement area. if no replacement area is available a holding tank may be installed as a last resort to replace the failed POWTS. ❑ 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 MAfNTAINER Dame TODD FEATHERSTONE Name FEATHERSTONE EXC. INC. Phone 1715-381-1704 Phone 715- 381 -1704 SEPTAGE SERVICING OPERATOR (PUMPERI LOCAL REGULATORY AUTHORITY Name PINKY'S dame ST. CROIX CO. Phone 651 - 439 -4847 Phone 715- 386 -4860 This document was drafted in compliance with chapter Comm 83.22(2)(b)( I kd) &(f) and 83.54111, (2) & (3), Wisconsin Administrative Code. ST. CROIX COUNTY SEPTIC TANK MAINTENANCE AGREEMENT AND OWNERSHIP CERTIFICATION FORM Owner/Buyer Mailing Address 5 ( - 3 - 7 ✓ .� �Y C ��. Property Address 4 (Verification required from Planning & Zoning Department for new construction.) City /State Parcel Identification Number Die- - /07 -- LEGAL DESCRIPTION Property Location _'/4 , /' /4 ,Sec. 2C , T 3,-,l N f!V Town of Subdivision , Lot # Certified Survey Map # ( 2 , Volume ) 7 , Page # Lly q —7 Warranty Deed # S U 3 Vnhtme , Page # Spec house ye no Lot lines identifiable no SYSTEM MAINTENANCE AND O WNER CERTMCATION 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 a treatment stage in the waste disposal system Owner maintenance responsibilities are specified in §C6mm. 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 113 full of sludge. Uwe, the undersigned have read the above requirements and agree to maintain the private sewage disposal system with the Department of Commerce and the Department of Natural Kesources n. standards set forth, herein, as set by the partmen rruri p , State of Wisconsin. Certification stating hat your septic stem has been maintained must be completed and returned to the St. Croix County Planning & g P Y mP . 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 myf "our kno v.-ledge. I we amrare the owner(s) of the property described above, by virtue of a warranty deed recorded in Register of Deeds Office. �er o bedrooms SI. N. URE OF APPLICANT(S) DATE ** Any inf anti that is misrepresented may result in the sanitary permit being revoked by the Planning & Zoning Department. * ** Inclu e with this application a recorded warranty deed from the Register of Deeds Office and a copy of the certified survey map if is e in the warrant reference mad y deed. , (REV. 08105) State Bar of Wisconsin Form 2 -2003 WARRANTY DEED 8850 KATHLEEN H. WALSH Document Number Document Name REGISTER OF DEEDS ST. CROIX CO., WI RECEIVED FOR RECORD 12/04/2008 08:OOAM WARRANTY DEED THIS DEED, made between James W. Simon, Yvonne E. Furr, Donna Mae EXEMPT 11 17 Coughlin and Mary K. Matthews REC FEE: 15.00 ( "Grantor," whether one or more), PAGES: 3 and James V. Rouleau and Kerry A. Rouleau husband and wife as survivorship marital property, "Grantee," whether one or more). Recording Area Lam, Name and Return Address Grantor, for a valuable consideration, conveys and warrants to Grantee the following Ronald L. Siler described real estate, together with the rents, profits, fixtures and other appurtenant VAN DYK, WILLIAMSON & SILER, S.C. interests, it St. Croix CourIty, State of AMsconcin ( "Propperty ") (if more cpac..r is 201 South Knowles Avenue needed, please attach addendum): New Richmond, WI 54017 SEE THE ATTACHED ADDENDUM. 030 - 1070 -10 -185 & 030 - 1065 -70 -200 This conveyance is given in Satisfaction of that certain Land Contract between the Parcel Identification Number (PIN) above parties recorded December 5, 2005 in Vol. 2938 of Rec., pg. 600, as Doc. No. This is not homestead property. 813544. Exceptions to warranties: Subject to all easements, restrictions and covena of record, and any lien created by act or omission of Grantees. OFFICIAL SEAL VICKI R. CHAVARRIA , NOTARY PUBLIC - State of Arizona MARICOPA COUNTY Dated / �°' �i My Comm - E Jan. 31, 2011 ° " "` • SHARON L MARKS NOTARY PLIGLIC - MINNESOTA o• MY COMMISSION EXPIRES (SEAL)x JANUARY Lt, tot o Ines W. Sin n * vonne E. Furr 0 (SEAL) (SEAL) Donna a ' *M ry Matthews RYAN PARKER Wr" OFFICIAL g� NOTARY P VICKI R, CHAVA � � 3% ACKNOWLEDGM NOTARY PUBLIC - ' Signature(s) �' My C MA ICOPA COU RRI pjTY na authenticated on STATE E OF _ mi ny.f ) Jan• 31, 2011 ) ss. COUNTY) TITLE: MEMBER STATE BAR OF WISCONSIN Personally came before me on /Dot) 24rb , (If not, the above - named an•rez y14, C ., w authorized by Wis. Stat. § 706.06) to me known to be the Person(s) who executed the foregoing instrument and a n ged the same. THIS INSTRUMENT DRAFTED BY: Ronald L. Siler VAN DYK, WILLIAMSON & SILER S.C. I' 201 S. Knowles Ave., New Richmond WI 54017 Notary Public, State of _)e2va'i� ii My Commission (is permanent) (expires: 2 ago ) (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 © 2003 STATE BAR OF WISCONSIN FORM NO. 2-2003 i Type name below signatures. INFO -PROTm Legal Forms 800 - 655 -2021 www.infoproforms.com l ADDENDUM LEGAL DESCRIPTION: Part of Government Lot 4, Section 26, Township 30 North, Range 19 West, described as follows: Lot 2 of Certified Survey Map filed in Volume 17, page 4497, Document No. 717782. and Part of West Half of the Northwest Quarter of the Northwest Quarter (W1 /2- NW1 /4- NW1 /4), Section 25, Township 30 North, Range 19 West, described as follows: Outlot 1 of Certified Survey Map filed in Volume 20, page 5055, Document No. 804493. ACKNOWLEDGMENTS STATE OF A AP ) ss County ) Personally came before me this Jam_ day of , 2008 the above named e n zg A F h\ - to me known to be one of the person(s) who executed the foregoing instrument and acknowledge the same. N!_. MARKS I"V� r -MINNESOTA MY Ccx.fmi:.SION EXPIRES .. °. -. JANUARY 31, 2010 Notary Public, State of 011V ----- My Commission expires: STATE OF a r t Zotn.l ) ` ) s s VI►L� r+ County ) Personally came before me this �_ day of 2008 the above named 3c.v�cS (.c7 Scw.a>^ Q v�o1 i�ari/ V�a��+ke,vS to me known to be one of the person(s) who executed the foregoing instrument and acknowledge the same. /,,,/ i U�� � OFFICIAL SEAL * V t c k v, r r - y VICKI R. CHAVARRIA Notary Public, State of - Z- NOTARY PUBLIC •State of Atlzon S MARICOPA COUNTY My Commission expires: ! _ 3! _ ZD My Comm. Expires Jan. 81, 2011 STATF-, nF Pr I ss 1M� d L.: e-. County ) /► Personally came before me this day of V �OVkotpm 2008 the above named IMAr 4 K Yvta-t+ k -e +, , to me known to be one of the person(s) who executed the foregoing instrument and acknowledge the same. OFFICIAL SEAL, * 0 c k i 1 C Ira v VICKI R. CHAV Notary Public, State of Viz NOTARY PUBLIC- State of rtzorta My Commission expires: i ^31�ZOI� MARICOPA COUNTY My Comm. Expires Jan. 81, 2011 7 1 7782 VOL 17 PAGE 4497 _ KATOLM H. WALSA REGISTER OF DEEDS ST. CROIX CO. WI N RECEIVED FOR ;RECORD O 0 m 0 O 04/17/2003 02:40PM Q 0 �n z I s iw Z CERTIFIED SURVEY MAP M � � F p i M i R -� REC FEE: 13.00 m m M , I O COPY FEE: 3.00 Z p o o m o Z o Q i 0 PAGES: 2 �7 W 71 z v - zz TCcn i 1° W� E mo ttyynn @ = i�� 5g �- 0 '"1 D � �D O Z z 1s I� � co 8 � C^'R° � 2 Sc�ir p ��f� I Q N I I �m p C I f� J 0 ZD Z� �0 I (RIOO j� I ?r UI �m0 z m I 1 v� Or� II m A �° m� n 0 i�10 E NC �Z S 0 Z Fa _ - _ Z Is 0 vDi M -< cn g ��_ J, 9ZL G7 CD Z APPROVED �0 0 3 z z ` .. • • ' " :. -100 ST. CROIX COUNTY O 2 \ ` ® Plannino Zonino and parks `o = Z °,, APR 17' 20 z- L 1 pZ i0 0 r, Op m y If not recorded within 3 r z = m 1 O m approval date approval h 1 ' � c ° n � Q ° i � z � �� ^'° �o ^�� � �° ^ ;� N y RIDGE R(')rl ln e vr in m Z + m n Iv an P. r r 4 a) U 9 9 `/ I_ Z D -- _ - - - - - 0 � 0 p m0 -k Q f� �z -t AZ co i iC5 � v � � r f, io � m�_ � > 0 s v l O \ 'A p �� Z -� �zd H D m i� 0K rn r N z m 0 I o■ Ca Imo � m � l w I � V Z .I O 0 O OD p'd d 00 1 i - ch 1 1 I , , IP o �� ,00 Z Do �. , ra o f S _� w m i n V H O ` Ij Vv 6 I 1 Q _ 1 w � I � � I � • v �gE'Z6£ � i � i� �+ O I I _ CA) / ��� ZO IQ I > ;Q �H - 6t'£8ZM.919l.ZON �. y • cn y iZ iP O _ O Z I C i N �, our a °� r ccnn Z m �' O co x� 1 v �. D -� cn z r 1 o N ,? r � T�r1 nc D �r `n i� D+7m� 1� A O � r v M 1 g 0�1��� "�' m Qpp Do O � op _,� ^ O r-•� I � m cn o W IC Im C , ro o A as p co 1 A O c z Z �_.� -, ° ° cn C O z � c� m ° R Mm z 0 Cam, 1Q0 " M i� 4 omm K Z 0 EAST LINE OF THE NORTHEAST QUARTER SEC. 26 OQ M N C z A A Ee cc -i p m 0 " 0+172 _ 9.3& 0 1 600 °07'35' W 843.4 _� M S00 2641.04 BEARINGS ARE REFERENCED TO ° THE EAST LINE OF THE NE1 /4 OF M[vJp° Au [ o _ 1G!lD� S 26, ASSUMED TO BEAR - -- - • 4 rn m SHEET 1 OF 2 SHEETS Vol.17 Page 4497 AChT CROIX C UT*Ty e �J PLANNN & ZONNG September 24, 2010 James & Kerry Rouleau 937 Carter Circle Hudson, WI 54016 Code Administra RE: Lot 2 of CSM V. 17/P.4497 Parcel #26.30.19.253A -30 715 - 386 -4680 & Outlot 1 of CSM V. 20/5055 Parcel # 25.30.19.239B Land Information in Gov't. Lot 4,Town of St. Joseph, WI Planning 715 -386 -4674 Dear Mr. & Mrs. Rouleau: Real Prop e Zoning staff have reviewed your a sanitary permit application for installation of a 715 -38 677 Private On -site Wastewater Treatment System ( POWTS) to service a three - bedroom cabin on the above property. Your lots are subject to Shoreland overlay Re ding district regulations due to being within 1000' of Bass Lake and land disturbance - 386 -4675 within 300' of the lake's OHWM must comply with filling and grading requirements in Section 17.29(2) of the county ordinance. The location of the proposed POWTS is on slopes >12% and <25% within 300' of the OHWM, but the ordinance allows filling and grading of less than 1,000 sq. ft. without a land use permit. The POWTS dispersal area is 750 sq. ft., which meets this exemption, but you will need to make sure that any other g rading for construction of the cabin is outside the 300' zone or a land use permit will be required. Please keep in mind that if filling and grading for your entire project (driveway, dwelling, POWTS, etc.) exceeds 10,000 sq. ft. of disturbance, a special exception permit must be obtained. Conditions have been included on the sanitary permit approval to address these zoning requirements. As a reminder, the map for °Outlot 1" includes a note that "no building permitted without town and county approval ". No soil evaluation report was completed to provide a tested area for a POWTS, so no buildings can be constructed on that parcel until its status is changed and a soil and site evaluation report is submitted to the zoning department. Please feel free to contact me with any questions you may have regarding the sanitary permit, soil reports, or zoning requirements for your property. Sincere y, Pame a Quinn, Zoning sp cialist Cc: Todd Dolan, Town of St. Joseph Building Inspector Clerk, Town of St. Joseph Todd Featherstone, POWTS installer C ST. CR01X COUNTY GOVERNMENT CENTER 1 101 CARMICHAEL ROAD, HUDSON Wi 54016 715386 -46861 PZ @CO. SAINT-CROIX. W1. US W W W. CO. SAI NT-C ROIX. W I r,Qn 1s i n n 1 - Pcip 1i n 1 1 i t- i.?- ;z C . 0p 1 T C1^11 MIAl PA"riethl E>CnnM nv Divlsirin ofSafety and Ekoldim Aftachcomp Wes" pan onpapeincitle"alan&iiz 14 kxtmfifflsme- PonnwSst Z . r s L --- i F;�T' or CSM! P;uperti MailAng Ad� I r4z7% 17-A-40 _7 a-ttll- 7r CM-- phcwe Nuvrber Rood 14 0c — wn -;Anijz 71 5. 396 - 6859 1 1401h A-Vell 300 J Li FutiW or commeiv.0 - Lxscr.De: ,u W L'Ouvelluon in-gTou"a Ermmes - I -oading raw T—b— -Stn GPOW mvfr i cb i 3vf-co 0.9 A� ------------ 4 Zvf-m -6 t OA 7 4 30-45 7.5 YT�3i4 s I 2fsbk i cs Z vi i.0 IF rl n s Horizon 4 or M - ft, Oeoth to 1krwjm factor 40 Hoemyl * I - FfWl *Fffiv? e I-All t 1 ------- 13'S 8414 I Li-.USDK A— i.�YRJ14 rmu v .-v MV-55 zts 0.4 A!P --------------- Eftiert #1 = 800, > V < 220 mutL ana TSS >30 < 150 rmL Eftert #2 = 500� < 30 M L and TSS < MA r"lz CST Nurl-hw tH(AHs Uesignj I i C i LL&e�t�L"' Address i. rA4-4 Z;4)(vj(-Af-d i e eonone Nunxw P7 f �l A-M - 1774 L i 1 0; -is i n n i P-qr 'n— R-1. 'I L:j Pit Horizon I DOPM Dominant' ".010" Kedox L7e6C-Ovvq, e=re E 6uucUMe i i,"nts+ Owe j --'Y uu - UOM Uvor Ur -,z. >;I. I FIA 1 I)v q i Irwin I CO i 3vf-CD i CIA i i _6 i 0.t 1 4-78 1 -4— 41 T"fr 2vf -cc 11 _71 62-0 7,YrT4 4 fif 1WYR4ib S&w I Ng I I Gmund surer elev. if Deoth to TIMMno to for m. 7" GrotM surface eley. — ft. DeDtb to tkrddm baor in. - Err- , -- T - EftA- #1 = 800 30 < 220 mart and 7SS >30 < 150 YYPWL Effltwt *2 800 < 30 ry 4- and TSS < 30 r=4- need material m an alternate format- please contact the department at 608-266-3151 or TPF 608-264-8777- SBUI&Mr-L GLVW) - 7 1 -7- 75 pn '1S n n 1 !7i n Wn I I i c3 e j 1 T o t i S I on -A "I-.- VZd- — -1 V-,!F 77 tJ I oo ,(`� } te r_ \ _ � � j� +yirrsirr peparbrrert of commerce SOIL EVALUATION REPORT 1 of 3 Oivisionofsafdyand Bu'idinps in a000rdarroe wiry Comm 85, V L Adm. code CCU* ST. CROIX Aftach oomplais aft pMn on paper not less 9m 8112 x 11' A In sim Rm mud irrofude. but not irrdad fe: u a kW and horlwdd refererroe part (B f, dfreeion and 030-1070 -10-185 percent slope, scuie ordirrmWor>4, ncdh snow. and bcWc . and didarrce to nearest reed. /�f1 SN FDA. Dais Pow" idxmao u iron pry my be uwd for f a (ri �pwly vocation ;- JAMES V. & KERRY A. 4ULEOMM tat — NE 114 NE im s 26 T 30 N R 19 E (O W ply p Ma9r 9 Address 010 Lot Moacfe subd Name or CSW 937 OWN C s t. G - CW 17 -4497 d Road Hudsm W1 54016 ( 715) NN FF7 E � • own Nea Avenue t g New Coratrmfon ll Raiderrid 1 Number of bedrooms 4 Code delved design flaw mle GPD Repgoemsrt 13 Pubic or conarwrda! - Describe: parent material sandy outwash Flood Plain dewiion 8appiable Mw R General moo nner6 Convention trenches — 0.6 loading rate and BarirgfE Pit Groud arafaoeslev. ros.ag ft Dep6r fo A ig 62 t'r- sot Rafe Horan Dsp1h Dw*mtColor Redort Dow ipfon Teduue sbuckm (Xmdderroe Boundary Roofs GPDW h Mined CAL Sz. Corm color GE Sz. Sk 'Ef181 I - Ew 1 04 10YR3/2 - sl 3f -orgy mvfir cb 3vf-co 0.6 1.0 2 4-28 - �sll 3fabk mtr cs 2vf-co 0 0.8 3 2" 7.5YR3/4 - A 2fsbk mvfr cs 2vf-f 0.6 1.0 4 36..62 7.5YR416 - is nd as Ivf-f 0.7 1.6 5 62-65 7.5YR4/4 flf 10YR4fi S&gr Osg mi - - 0.7 1.6 Hiodxoa 5 F- 2 Bi � S Pt Groud surfeceeiev. IOZ.gG R D WW In fnrBrg Baylor im Sal Appkaftn Rate Horizon paper DM*MtCO10F Radarr Demer" n Ted m sbruase Conel trice Boundary Rook GPM br. Mureefl CAL Sz- Cant Color GE Sr. Sb. MM •EW2 I 1 0-5 loYR3/2 - s1 2fgr mvff cs 3vf-co 0.6 1.0 2 5-12 10YR3/2 - sl 2f -msbk unvfr cw 2vf m 0.6 TO 3 12 -29 7.5YRY4 - 31 2f-MA& mvfr cw 2vf f 1.6 1.0 4 29-42 10YR4/6 - so 2f -mabk n* as Ivf-f 0.6 0.8 5 42-64 75YR3/4 - s Osg u d as - 0.7 1.6 6 64 7.5YR4/4 ncT s - - - 0.5 1.0 40 1r. ce 4- d I • Efirrert 81 =!10D 2 220 mplL and TSS -30 < 190 nv& ` EM mt 92 - 8W 30 myL and Tss = 30 mpiL CST No Meese Print) CST Number 's Soil Teming & Desljy4 224832 Address Ode Cmduciad Telephone Number W9875 690th Avenue. River Falls. W1 54022 07-09-10 (115) 426-1775 Plot Plan for Site and Soil Evahwi on Page 3 of 3 Property Owner — 'Iwras V j<E M At t�ouLEAU I =40ft Legal description N � / QF -, `l �Z�, (except where noted) 730tL lZ 19VJ 'V or- ST, - c zoo y = Backhoe pit CouN ± )[ wv5c0 13. Ae North (S1TE L) >3r�Q TO 'Q N�.w.M r � SS ' _ _ 4 v� 5� 4 \ �, L 1UZ.Sp C Z Z.� Iv pr- Pv $� RQav� � pur1A 151r,41 � .5$ , Site Location: -r oP a- Pf3�vour Ps s•�. rn r � ( no. 0� 1� ST* CROIX COUNTY PLANNING &. ZONING October 26, 2010 Mary Jo Huppert, CST #224832 W9875 690" Ave. River Falls, WI 54022 RE: Soil reports for James Rouleau property CodeAdmr ration Lot 2 of CSM V. 17/P.4497 Parcel #26.30.19.253A -30 715 - 386 -46 in Gov't. Lot 4, Town of St. Joseph, WI Land Inform n & Planning Dear Mary Jo: 715 -386 -4 Zoning staff made a second site visit on October 25th at the above location to verify Real ' operty data on three soil reports that were submitted on September 24, 2010. After - 386 -4677 obtaining additional information, we were able to locate the tested area used in a sanitary permit application for Rouleau's cabin. The site plan in the report indicated Recycling that stakes for the proposed structure were approximately 300' south of 140 Ave., 715- 386 -4675 but our measurements determined that the northerly stake is 110' south of the road right -of -way. Benchmark 2 is —140 feet south of the right -of -way. The three test pits appear to be greater than 300 feet from the Bass Lake OHWM. We discovered that B3 of the report used for the sanitary p permit application is the same as test pit B1 of the soil report labeled as "Site 2 ". Now that the tested area has been located, we will be able to complete the sanitary permit review process. The system elevation will have a maximum depth of 19 inches, which means additional soil will have to be placed over the leaching chambers to meet a minimum 12 inches of cover per component manual SBD- 10705 -P (N.01/01) The soil report labeled "Site 2" will still require the following corrections or data verification: 1. Correct the distance from B1 to 140 Ave. (approximately 195', not 400'); 2. Indication of the tested area's distance to Bass Lake's OHWM , which must be >50 ft. as per Comm 83.43 setback requirements, but need to verify for Shoreland zoning requirements; 3. Fourth test pit marked "Did not use" should be described since it is located within the tested area and redox features are indicated in all three other test pits. 4. Sands don't have structure and should be "Osg ", not "Om" — soil descriptions need to follow proper nomenclature to identify conditions found in the test pit. A third soil report labeled "Site 3" is intended for a POWTS location between the existing accessory building and a newly constructed pond. Although the area has been graded during work on the pond, the tested area is identifiable. The designer will need to take into account the water level in the pond when determining the ST, CROIX COUNTY GOVERNMENT CENTER PZ000. SAINT- CROIX. Wl 1 101 CARMICHAEL ROAD, HUDSON, W/ 54016 715-386 -46861 US wWw.r.n gAINT- r.Pn1x wi f system a TOM, Mult as a man -ma a pona it won I nee to meet e - Please f el free to contact me with any questions you may have regarding the corrections requested or Shorela „d zoning requirements that affect this property. Sincerely, Pamela Qui Zoning specialist Cc: James erry Rouleau Town of Joseph Todd Fea erstone, MP #242514 Vftconsin Department of Com nwc$ P2 "ILEVALUATIOIJ REPORT �l� age 1 of 3 Division of Safety and Butldlrgs in accordance 85, Wit• Adm. C-Sy ST. CRODC Attach complete site plan on paper not leas than 812 x 11 kv*m in size. Plan must inckrde, but not united to: vertical and horizontal reference point (BM), direction and Parcel I.D. 030 - 1070 - 10 - 185 percent slope, scale or dimensions, north arrow, and location and distance to nearest . Please print alt information. R �J DatqI Personal information you provide maybe used for seconds (1) - 7 m)). �(�(iy � l / /� Property Owner rtY JAMES V. & KERRY A. R ULEAU Govt Lot - - -- NE 1/4 NE 1 /4 S 26 T 30 N R 19 E( ) W Property Owner's Mating Address 0 ft 1 O Lot Block X Subd. Name or CSMN 937 Carter Circle (. U 1 2 -- CSM 17 -4497 City $tde zip code pr Tape own Nearest Road Hudson, WI 54016 ( NINlZJf OF I 140th Avenue Q New Condruction Use[B Residential / Number of bedrooms 4 Code derived design few rate GPD ® Replacement ® Pubic or commercial - Describe: Parent material sandy outwash Flood Plain elevation it applicable blA R. comments and Convention in- ground trenches -- 0.6 loading rate and rroonrrrendations: fin- ,5�� 6 (�run;� �K y ° � -Jr 4N W (Site 2) �t/i\ r` 3(l�)" D'`'!tt ❑ 1 Borin ( [] eorft Satr Q_�-Y p -- as 83 an a�i.o4'h,)- 6 D Pit G surface elev. _ 106: Za1 it. Depth to limiting lador 62 in. Sol Application Rate Horizon Depth Dominant Color Redox Desciption Textue Shuctune Coraiatence Boundary Roots GPDW lo. Muriel Qu. Sz. Conk Color Gr. Sz. Sh. 'EfBl1 '0111112 1 0 -4 10YR3/2 sl 3f -mgr nn* cb 3vf-co 0.6 1.0 2 4 -28 1 1OYR4/6 — sil 3fabk mfr Cs 2vf-co 0.6 0.8 3 28-36 7.5YR3/4 — sl 2fsbk mvfr Cs 2vf-f 0.6 1.0 4 36-62 7.5YR4/6 i O S9 ml as lvf-f 0.7 1.6 5 62 -65 7.5YR4/4 ftf im" s&gr Osg nd -- -- 0.7 1.6 Horizon 5 has massive tgers of sil F 2 Boring a# D 64 r!] Pit Ground surface elev. 109,50 R. Depth to muting factor lo• Sol Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Smstdary Roots GPD/1P in. Munsei Qu. Sz. Cont. Color Gr. Sz. Sh. 'Effh1 '0111 1 0 -5 10YR312 — sl 2fgr mvfr Cs 3vf-co 0.6 1.0 2 5 -12 10YR3/2 — sl 2f -msbk muff Cw 2vf-co 0.6 1.0 3 12 -29 7.5YR3/4 — sl 2f -mabk muff Cw 2vf-f 0.6 1.0 4 29-42 10YR4/6 — SH 2f -mabk Infr as lvf-f 0.6 0.8 5 42 -64 7.5YR3/4 — s Osg nil as -- 0.7 1.6 6 64 -70 7.5YR4/4 17fTm14/6 s Om -- -- -- 0.5 1.0 Effluent #l1 = BOD > 3D < 22D mg& and TSS >30 5 150 mq/L ` Eftent #l2 = BOD < 30 mg/L and TSS < 30 nV& CST Name (Please p" — — CST Number M Jo Hu ollister's Soil T & 224832 Address Date Eva Conducted Tekq*wne Number W9875 690th Avenue, River Fans, WI 54022 07-09-10 (715) 426 -1775 l.I1T O'\'\A TM/AA\ yc • Plot Plan for Site and Soil Evaluation Page 3 of 3 Property Owner '�mn es V. iF' krLt v A, R a Lk Lea I " =40f. 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