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HomeMy WebLinkAbout032-2170-04-000 O N 0 �1 c °1 c c Z - u n .o u c `�° m A 3 =* 3 :: K v Z o� -I N O o• m 4n w w `< � m m m c ° m !I 3 ^' N 4 CD N a N 4 3 V1 417 y V C ° n D o ^S O O 4Q O n .d I I I O WO ? 00 �y N y W I i i O a v y m a oo CL C I W_ C. O N N N �r CD O Z o 4n a { o o_ n r N CD m o o N o c 3 3 rt a CD o a O O O = �• n 3 c to N fA < v 3 I� T a a a f to (D N 4n I (D N tD 3 — a � Z N c Doo o N7 D " n 0 CD w y N O � 4m O N• ! � �4 fU a w m 3 n 3 0' 3 Z N O m ? n A Z O CL 3 Q. S I Z -•1 w m T m 4u � Z CL c FF Z to B �mto C A CA) j . C Q -p CL o m N 0 I O 'I A C. N Z p O fD 4D N 0' a ca a cz I 3 - o A i O N V ca A CD ^r ~ A A V ° a o CD ` 3 I 0 'y 4 2004 S� Wisconsin Department c f Commerce SOIL EVALUATION REPORT Page t of Division of Safety and Bt ildings " �� �L ance ith Comm 85, Wis. Adm. Code County f C e 0jX Attach complete site plan on paper not less than 81/2 x 11 inches in size. Plan must include, but not limited to: vertical and horizontal reference point (BM), direction and Parcel I.D. percent slope, scale or dimensions, north arrow, and location and distance to nearest road. - p '— - Please print all information. Re ' ed Datte Personal information you provide maybe used for secondary purposes (Privacy Law, s. 15.04 (1) (m)). `�! Property Owner / Property Location �Gt (� / .7 Govt. Lot 1/4/22 1/4 S T N R / E Property Owner's Mailing Address Lot # Block # Subd M# City State Zip Code Phone Number ❑City r ❑ Village own Nearest Road _ r er �� rdJa Eg!f NewConstruction Use.aResidential /Number of bedrooms Code derived design flow rate G GPD ❑ Replacement �❑ PPublic or cem rcial -, - Parent material 45 � e_1 � � `C�Ql� Flood Plain elevation if applicable ft. General comments and recommendations: ��� 7 �r ;2- :Zz y 3. 5 Boring # Boring ❑ pit Ground surface elev. �& , Z ft. Depth to limiting facto in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/fF in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 'Eff#2 a A 7/ ® Boring # Boring ❑ Pit Ground surface elev. ��` � ft. Depth to limiting fa� :!L� in. Sal Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPDN in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 'Eff#2 Effluent #1 = BOD > 30 1 220 mg/L and TSS >30 < 150 mg/L ' Effluent #2 = BOD < 30 mg1L and TSS < 30 mg/L CST Name Ppase Print) f Signature CST N ah i rG -J e -5 :;R Address ate Evaluation Conducted Telephone Number Property Owner _C._. & �"! C' �'7 U / iI / 't Parcel ID # Page of F�/ Boring # a Boring ❑ Pit Ground surface elev. ft. Depth to limiting factor in. Sal ADplication Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPDM in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 'Eff#2 F-1 Boring # ❑ Boring ❑ pit Ground surface elev. ft. Depth to limiting factor in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPDhf in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 'Eff#2 F - 1 Bonng # ❑ Boring 1:3 pit Ground surface elev. ft. Depth to limiting factor in. Soil Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPDM 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 1 30 mglL 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- 2648777. SBD -8330 (R.07 /00) Soil Test Plot Plan Project Name Charles Pinkerton Byron Bird Jr. Address 587 Poik/St.Croix Rd. Somerset Wi. 4 � � J-- 1. r,-. �r 54025 CSTM 20527 Lot SouthLot Subdivision Date 5/4 12004 County CROIX Ne 1 /4 1/4S T 31 N /R W Townshi Some [I Boring Q Well PL Property Line# Alt. BM ,BM or VRP Assume Elevation 100 ft of wood Post Lot corner System Eiv T- 1= 94.7T -2 =93.7 H.R.P Same as BM 330' Co Rd I PL 330' 98' 97' \60 I Z � v 50 10' I y 75' Cy- BM PL alt BM Wisconsin Department of Commerce PRIVATE SEWAGE SYSTEM County: St. Croix Safety and Building Division 111 INSPECTION REPORT Sanitary Permit No: 499275 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: Talsma, Andy I Somerset, Town of 032 - 2170 -04 -000 CST BM Elev: Insp. BM Elev: BM Description: Section/Town /Range /Map No: J RjV0 I GS j 03.31.19.1438 TANK INFORMATION ELEVATION DATA TYPE MANUFACTURER /�, CAPACITY STATION BS HI FS ELEV. Septic g Benchmark / e '-Ae,�S o., 3.5 A9 0 0 Alt. BM Aeration Bldg. Sewer Holding �\ St/Ht Inlet $(J TANK SETB INF ORMATION SUHt Outlet 9 56 1 4(, � TANK TO P/L WELL BLDG. Vent to Air Intake ROAD Dt Inlet t o J g, Septic Dt Bottom 7Y 7:5 Dosing _ Header /Man. _ /a .3Z S4, a Aeration Dist. Pipe i ° ' I(, $I, ° `/ /o. 92 9. 0 Holding Bot. System SS. L S 8. Z5 Final Grade PUMP /SIPHON INFORMATION P,�,�, ra d �' S Manufacturer Demand St Cover GPM Model Nrb,6r TDH Li Friction Loss Systed T DH Ft Forcemain Length is Dist. to Well SOIL ABSORPTION SYSTEM BED /TRENCH Width , Length No. Of Trenches PIT DIMENSIONS No. Of Pits Inside Dia, Liquid Depth DIMENSIONS 3 (� 5 z ( w SETBACK SYSTEM TO P/L BLDG WELL LAKE /STREAM LEACHING Manufacturer rL C� INFORMATION CHAMBER OR '�► Type Of System: /O i 6 /DO /l/ t UNIT Model Number: C1,AJe0_ 11 DISTRIBUTION SYSTEM , &,,p_ Header /Manifold ,/ Distribution T ole Size x Hole Spacing Vent to Int G ,l Pipe(s) 'j, w� Length 1 , 5 Dia r Length Dia Spacing G 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 , 1 / . Z G Bed /Trench Edges Topsoil \ \ Yes No \Yes No J COMMENTS: (Include code discrepencies, persons present, etc.) Inspection #1: / / Inspection #2: Location: 2390 County Road I Somerset, WI 54025 (NE 1/4 NE 114 3 T31N R19W) I View Acres Lot 4 Parcel No: 03.31.19.1438 1.) Alt BM Description = \ c6j-e C Z 66J� 2.) Bldg sewer length = - amount of cover = �y Plan revision Required? Yes No p �y / Use other side for additional information. �� b - Date Insepcto s Sign re Cert. No. SBD -6710 (R.3/97) r . Safety and Buildings Division County N *isconsin 201 W. Washington Ave., P.O. Box 7162 Madison, WI 5370 162 Sanitary Permit Number (to be filled in by Co.) Department of Commerce (608) 266 -31 ki /V ?7 Z 7G Sanitary Permit Application 4 ' Plan I.D. Number ` In accord with Comm 83.21, Wis. Adm. Code, personal information you provide AjA maybe used for secondary purposes Privacy Law, sl5.04(I)(m) Project Address (if different than mailing address) I. Application Information - Please Print All In rmatiRE a3 f° Property Owner's Namc Parcel # Lot # Block # T DEC 29 70 - o4 - OC Property Ownef s Mailing Address Property Location ST. CROIX COUNTY �� � / � -A Section 1 3 City, State Zip - Phone Number 'a UJ Syva� �� 'r�j) K/ Y3 II. Type of Building (check all that a 1 T �/ N; R o PP y) OK ab Sv�oev.:1� pJ+Q. I Subdivision Name CSM Number I or 2 Family Dwelling - Number of Bedrooms �r\ �p rF // El Public/Commercial - Describe Use io E!`J :.. V t `e� f}Gres 7 tD 61 r! ❑ State Owned - Describe Use Z C` ��a,ti.loet�S ❑City_❑Villagc k of e. _E-/ T III. Type of Permit: (Check only one box on line A. Complete line B if applicable) A ' X New System y ❑Replacement System ❑ Trcatment/Holding Tank Replacement Only ❑Other Modification to Existing System B. ❑ Permit Renewal ❑ 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 appl Non - Pressurized In- Ground ❑ Mound > 24 in. of suitable soil ❑ Mound < 24 in. of suitable soil ❑ At -Grade ❑ SingI PPass Sand Filter ❑ Constructed Wetland 11 Pressurized In- Ground C3 Holding Tank ❑ Peat Filter ❑ Aerobic Treatment Unit ❑ Recirculaati g Filter ❑ Recirculating Synthetic Media Filter Leaching Chamber El Drip Line ❑ Gravcl -less Pipe ❑ Other (explain) �j7 e 36 6 - V. Dispersal/Treatment Area Informa ton: Design Flow (gpd) , Design Soil Application Ratc gpdsi) Dispersal Area Rcqutre (sf) Dispersal Area Pr cd (sf) System Elevation 460 r 7 ✓� u3 _6 , y U-�b a8, 3 VL Tank Info Capacity in Total Number Manufacturer Prefab Site Steel Fiber Plastic Gallons Gallons of Units F�at�` Concrete Constructed Glass New Existing '7 Tanks Tanks z' Septic or Holding Tank s Ua'U Aerobic Treatment Unit Dosing Chamber VII. Responsibility Statement- I, the undersigned, assume responsibility for installation of the POWTS shown on the attached plans. Plumber's Name (Print) Plumb 's nature MP/MPRS Number Business Phone Number Sig -Z � �S -� - 7 z 3Z<q Plumbeifs Address (Street, City, State, Zip Codc) 3 12- h ..e LJ 14 JS !Wo 27 VIII. County /De artment Use Onl Approved El Di v Sanitary Permit Fee (includes Groundwater Date Issued Agent S' Lure (No m Surcharge Fee) Z El tven Reas Denial �'�`' / Z 5 d Issuing IX. Condit 01 QLApprgNV for Disapproval 1. Septic tank, effluent filter and dispersal cell must all be services / maintained as per management plan provided by plumber. 2. All setback requirements must be maintained as per appl ic" code / a'dhflmces. Attach complete plans (to the County only) for the system on paper not less than 81/2 x 11 inches in size ' SBD -6398 (R. 01/03) JOB TIMM EXCAVATING Route 1 B ox 192 SHEET NO. OF WILSON, WISCONSIN 54027 CALCULATED BY ° DATE (715) 772.3214 (715) 386 -5443 MPRS #3224 Wi MPCA #696 MN CHECKED BY DATE SCALE 3 ... KS ... . X w :.. . ... .. . ..... ... ... .. .... i . ..... . ., i _. I ?� ! .... . ... l�} �. ' . LN ....._. t .. 4 :..._ I T = ..... ..... ........ . .... ......... .. `� .. PRODUCT 205 -1 W Mc.,Gvan,M=.0147t. TQOldw PNONETOUFREEt -800- 225 -6580 JOB An 4 " �`Tile TIMM EXCAVATING SHEET NO. OF Route 1 Box 192�� r WILSON, WISCONSIN 54027 CALCULATED BY DATE (715) 772 -3214 (715) 386 -5443 MPRS #3224 WI MPCA #696 MN CHECKED BY _ DATE SCALE ......... c ........... .........: �......... ................. ........ .... .... .......... .... ..... ..... ..... ..... ..... .... ..... ..... ..... ..... ..... .... .... .... .... .... ..... .... 4 a .......1.: ;... . t........... t ......................... .................!- ............ .. .... ..... ..... ..... ..... .... .... .... ..... ..... ..... .... .... d ......................>. �....... .................. ...............fib....,........_ < < I W i ............................. .... .......................... .........................s. ... ..... .... .... i r ....... ..... :.. .... .... ... .... ... .... .... ..... j ... . V .° ....... o .......... :... it w ....... ........ ... ..... .. ...... .... ...... . . ... .. . . ... ........ ... . ...... ... ... y I . .. .......... :.... . v� ... ..... ..... LN .. ..... � Cl ue ........... . -. �. ... _ . . 6�C .... ro .... .. ..... ;b ......... . / .... ............. . 4� PRODUCT 205 -1 < Inc., Groton, Mass. 01471 . To Order PHONE TOLL FREE I - 800-2256380 N�sconsi ! ORIGIN REPORT .��. -y-��= #2514 Department of Commerce in accordance with Comm 85, Wis. Adm. Code Page 1 of 3 Division of Safety and Buildings Certified Soil Testing, LLC Attach complete site plan on paper not less than 8% County x 11 inches in size. Plan must St. Croix 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. 032- 2170 - 00 Please print all information. Reviewed By Date Personal information you provide Privacy Law, s. 15.04 (1) (m)). Property Owner Property Location Talsma, Andy & Dianne Govt. Lot NE1 /4, NE1 4, S3, T31N, R19W Property Owner's Mailing Ad ress Lot # Block # Subd. Name or CSMt 889 220th Ave. 4 I View Acres City StafbT2 tlifeCOVN3r1ti Nur bar City []Village ® Town Nearest Road Somerset Somerset 2390 CTHW I New Construction Use: ® Residential / Number of bedrooms 3 Code derived design flow rate 450 GPD Replacement ❑ Public or commercial - Describe: Parent material loess over sandy /loamy outwash Flood plain elevation, if applicable NA ft. General comments install "conventional" in- ground trench system @ system elevation of 88.3 w/ 0.7 gpd /sq ft loading (6 - B- and recommendations: 3 - B - 5 area) F-11 Boring # E, Boring X Pit Ground surface elev. 92.6 ft. Depth to limiting factor > 100 in. ISoil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD /ftz in. Munsell Qu. Sz. Cont Color Gr. Sz. Sh. *Eff#1 -Eff#2 1 0 -17 7.5YR 3/2 - sl 1 f - sbk mvfr gs 1m .4 .7 2 17 -33 7.5YR 3/3 - Is- 1 m sbk mvfr gs - .7 1.6 3 33 -48 10YR 4/4 - Is 0 sg ml gs - .7 1.6 4 48 -100 7.5YR 4/4 - s 0 s9 ml - - .7 1.6 irregular, iscontinuous 7.5YR 3/4 Is bands, -1" thick @ 63 -72" 2] Boring # ❑ Boring ® Pit Ground surface elev. 92.6 ft. Depth to limiting factor >80 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 -21 7.5YR 3/3 - sl 1 m sbk mvfr gs 1m .4 .7 2 21 -34 7.5YR 3/2 - sl 1 m -c sbk mvfr gs lm .4 7 3 34 -54 7.5YR 4/4 - sil 1 m sbk mfr cs 1m .4 .6 4 54 -72 7.5YR 4/4 - s 0 sg ml cs - .7 1.6 5 72 -80 10YR 5/4 - sicl 0 m mfr - - 0 0 irregular, discontinuous 7.5YR 3/4 Is bands, -3/4" thick @ 62, 67, & 68 "; this area not optimum due to poorer loading rates in heavier soils * Effluent #1 = BOD 30 < 220 mg /L and TS > 0 < 1 fflue #j = OD < 30 mg /L and TSS < 30 mglL CST Name (Please Print) Si CST Number Henry F. Grote o 222774 Address Certified Soil Testing, LLC Date Evaluation Conducted Telephone Number E. 4366 353rd Ave. Menomonie, WI 54751 12/1/2006 715- 233 -0398 SBD -8330 (R.07 /00) Property Owner Talsma, Andy &'Dianrie Parcel ID ;y 032 - 2170 -04t° ' . t .. Page 2 of 3 3 Boring ❑ Boring # Pit Ground surface elev. 93.8 ft. Depth to limiting factor > 110 in. Soil Application Rat Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD /ft' in. Munsell Qu. Sz. Cont. Cola Gr. Sz. Sh. •Eff#1 ( - Eff#2 1 0 -17 7.5YR 3/3 - sl 1 f -m sbk mvfr gs 1m 4 .7 2 17 -28 7.5YR 4/4 - Is 1 m sbk mvfr gs .7 1.6 3 28 -52 7.5YR 4/3 - sl 1 m sbk mvfr cs j - j .4 7 4 1 52 -110 7.5YR 4/4 - s 0 sg ml - - j .7 T 1.6 uses stem elevation at least 5.5' deep to get into sands 4 - Boring Boring # Cj pit Ground surface elev. 91.1 ft Depth to limiting factor > 120 in Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD /ft' in. Munsell Qu. Sz. Cont. Cola Gr. Sz. Sh. 'Eff#1 ( `Eff#2 1 j 0 -12 7.5YR 3/3 - sl 1 f -m sbk mvfr gs lm ,4 .7 2 12 -72 7.5YR 4/4 - sl 1 m sbk mvfr gs .4 .7 3 72 -120 7.5YR 4/4 - s 0 sg ml - .7 1.6 �i H2 has some very irregular bands /inclusions 10YR 5/4 sl; avoid this area due to poor loading rates above very deep system elevations to good sands Boring B oring Boring # Pit Ground surface elev. 93.9 ft. Depth to limiting factor > 110 in. Soil Application Rat Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD /ft' in. Munsell Qu. Sz. Cont. Cola Gr. Sz. Sh. I 'Eff#1 ( - Eff#2 1 0 -18 7.5YR 3/2 - sl 1 m sbk mvfr cs im .4 .7 2 18 -26 7.5YR 3/3 - Is 1 m sbk mvfr gs 7 1.6 3 26 -38 10YR 5/4 - sl 1 m sbk mvfr cs ! lm .4 .7 4 38-54 7.SYR 4/4 - s 0 sg ml gs - .7 1.b 5 54 -110 7.5YR 4/4 - / s 0 sg ml I .7 1.6 - -- 2 � H4 has occasional sl inclusions; H5 is clean sands 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 sere ices or need material in an alternate format, please contact the department at 608- 266 -3151 or TTY 608 -264 -8777. SBD -8330 (R.07/00) Certified Sod Testing, LLC t Property Owner Talsma, Andy &`bianne Parcel ID # Page 2 of 3 , E Boring Boring # Z Pit Ground surface elev. 93.8 ft. Depth to limiting factor > 110 in. Soil Application Rat Horizon Depth I Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD /ft' in. Munsell Qu. Sz. Cont Cola Gr. Sz. Sh. 'Eff#1 I - Eff#2 1 0 -17 7.SYR 3/3 - sl 1 f -m sbk mvfr gs im 4 ! 7 2 17 -28 7.5YR 4/4 - Is 1 m sbk mvfr gs .7 1.6 3 28 -52 7.5YR 4/3 - Si 1 m sbk mvfr cs - .4 .7 4 52 -110 7.SYR 4/4 - s 0 sg ml - .7 1.6 use s stem elevation at least 5.5' deep to get into sands Boring B oring Boring # X Pit Ground surface elev. 91.1 ft Depth to limiting factor > 120 in. Soil Application Rat Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD /ft' in. Munsell Qu. Sz. Cont. Color Gr, Sz. Sh. •Eff #1 - Ert#2 1 0 -12 7.5YR 3/3 - sl 1 f -m sbk mvfr gs lm . 4 .7 2 12 -72 7.5YR 4/4 - sl 1 m sbk mvfr gs 4 7 - -- 3 72 -120 7.5YR 4/4 - s 0 sg ml - - 7 1.6 j j H2 has some very irregular bands /inclusions 10YR 5/4 sl; avoid this area due to poor loading rates above very deep system elevations to good sands Boring Boring Boring # X Pit Ground surface elev. 93.9 ft. Depth to limiting factor > 110 in. Soil Application Rat Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary ` Roots GPD/ft' in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. I ! •Eff#i •Eff#2 1 0 -18 7.5YR 3/2 - sl 1 m sbk mvfr cs lm .4 .7 2 18 -26 7.5YR 3/3 - Is 1 m sbk mvfr gs .7 1.6 3 26 -38 lOYR 5/4 - sl 1 m sbk mvfr cs 1M .4 .7 4 38 -54 7.5YR 4/4 - s 0 sg ml gs j .7 1.6 5 54 -110 7.5YR 4/4 - / s 0 sg ml - - .7 1.6 Z '' tai• H4 has occasional sl inclusions; H5 is clean sands 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. MiD4 - (R 07/00) Certified Sod Tesnng �_� {l d j f .. V �? d d { Y 0 N rte`^ f Z < o r e 3 O r - � M I VIE WACRES (ACOUMPLAT) ON : LocatedinpwofgcFracuOi ivodzil/ 4oftheAFoitheel/ 4ofSccdw3, TowxhiP3lNonh ,Range 19 Wegramof Somersel,SlCroAr ' :Na ^coma Vorumenl of R «oa Cowry,Wisconsin,beingLot2ofa CerbfiedSfweyMOPT=rdedig VOkmel5Psge4176in6cSt Croix CowryRegisteroflkcds Of6cn 4 fwad I IrDo p.p. Y u Se '• 16 o Poe �( [ne h 1 v'6s, et iloeor'a0t1 D(ARINGS AAE REffAENCED `0 JHE EAST "NE a I 'CJ ✓� ✓L v ✓1� - 9 9 p yE NE U4 a sfcioN }, r3tN 919w, wN M Is 4 �� C ROIX R A Eu'A'og Setback lie ASSimiD 19 BEAR SD1'5937'w. )1G0':om R -O -W) `-- — h 89 S72d f, 1EOC9C n i S -19 — - -- P,wcsed Vkmy EoaaCon r 1027.17 r <( D1L i - nil m p F t $l 1 [ ly rt _ _ _ _ b N 22 . "�! Jd11Ah14 1 - - +1 Wily Easement maesC 89'S2'2:'f '577.17 W t 99ed1' - - r .), e o mq te�u a r a ro rzr ue sr A i7 N 69'54'71 E _ 553.9E ! 999.99 0endhmvk (Tap o' Iron POO G I Cpl tr "i" Oma rat p,1:11*0e law 6.01.'' M R7N I14 MIR — ._ — _ - -44045 — — — — — 3fC. 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' I Pmwndh ramehfineme AbA �dayaf M 1 �tODi, Rosevdtbetdaploofl VIEW ACRES T de-6 Sema No, mdGA -hkepA iF.s perniruapptidfm tkmwJ�ap�6lsheamg7m<essby ix 3I ,M1ea6oa wadCtmlaPintnwa mdGlhmm ProYer47m krmnmhlhesamepawraetogep owes, is the SdmRfliaeA OtaA. p q �J St Cma C- 00od io elmlest Ihetorcgtingis;omrntad x4nowtdgd 0esamc IItt,M 4�6 2 -o 7 Dax (No '71 NalwPo E 91e 1 - Edeid516admc CAoumm IC -31-19 m4 : 7 e•Q 4 1 SEC 3-71-79 5 AIYwrt imrn d 2UO: ,: �BIC :' C ImdymuYr lhnVmGRE ,wpyof,momEOnd�dbymesmcsdlaxa Baud (raJND uuuivuu f �(.. 6Ifk61U6Vf) VVV �;ddk1Y.; Ila.ek _4- -oil _-- ' Dare I ViEW Jeri UlUlmClciTmwa Ppnls'. ane so.N ;�_ pp i�pp 1 COUNTY TREASURER'S CERTIFICA FE Comtyn(Si.tmu t PLANNING AND ZONING COMMITTEE RESOLUTION ICWylA S+d,bieg ehlJ4 dm¢d luaiidd -4 mdnglmw (StC"'C"nry, do meby Raolm y pleso SICds� P' Y gce aix�ne Pinkamt �� ! o.lslmh)'+pVm'+ O 1 lMmro�mmpolfix sMumwrdxmdmsnksmdmuMa:d mmorspmid aswmrnmmpr X23 0 at nrmg u4lmdinddd '. Diet iat IatoflV A(HFS. 11ge Nk � �� ii Gry.IA...i. - CeuaryTrcwum Dam - .imirdAdmmummr �7566� J L UMTWSOPFICB TOWN TREASURM CERTIFICATE ST.CROIXCO.W" ` co Aeeind(uPxwdNk -JJ,t�( Skofwu:omm ) SS SEC. 7, 7. N N. R)9 W. I .1SPOiME�m3 C.*efstcreis ) TOAN Or %MERSET, ST, CRP COAN7y, w . a ,' ;; , 10 �KP d I,kn Naesla.GinglM1:da'ry eknd,Vmliidand anin6lwwna(Lt iow,ofSomput dobeeeY NotmffN[ V;dm xdfy than, mardmnwid k mi di.teyoRix.IMuuenowpaid mmasprtialmsrsmums trl ul R ' J� maf �,.nn -� oamrof:xlmdiaduhdn fS%u fill ma = 'Do per W0110d tetpi ;d VIEW ACRES, A a�m>aam; !lll! �zexPi.ZLt— U • _ q- a7•r'4 J " 1 Ymaw�Clr.WTrmuoc ry ao Dnl su -uw n4P4„ r x.m - fame YNnll ml'.i.f-IW la- .e11.Wm�AG i I 1 _ 83 ?644 C� KATHLEEN H. WALSH REGISTER OF DEEDS State Bar of Wisconsin Form 7 -2003 ST. CROIX Co., WI TRUSTEE'S DEED RECEIVED FOR RECORD Document Number Document Name 10/30/2006 11 : 00AH TRUSTEES DEED EXO PT # THIS DEED, made between Charles Pinkerton and Catherine Pinkerton REC FEE: 11. @9 as Trustee of Charles and Catherine Pinkerton Living Trust dated January 19, 2000 TRANS F : 180 COPY CC FEE: ( "Grantor," whether one or more), PACES: • I and Andy B. Talsma and Dianne L. Talsma, ( "Grantee," whether one or more). Recording Area Grantor conveys to Grantee, without warranty, the following described real estate, Name and Return Ad ess together with the rents, profits, fixtures and other appurtenant interests, in St. Croix Name County, State of Wisconsin ( "Property") (if more space is needed, please attach YY I j " addendum): P� �x Lot 4,1 View Acres. St. Croix County, Wisconsin. t w� ��o 032- 2170 - 04-000 Parcel Identification Number (PIN) Dated O i Z' (SEAL) * *Charles Pinkerton (SEAL) (SEAL) * *foderine Pinkerton AUTHENTICATION ACKNOWLEDGMENT S ignature(s) Charles Pinkerton and Catherine Pinkerton, Trustees of the Charles and Catherine Pinkerton Living STATE OF ) Trust dated January 19 2000 ) ss. authenticated on COUNTY ) Personally came before me on *Kristina Oland­ the above -named TITLE: MEMBER STAT BAR OF WISCONSIN to me known to be the person(s) who executed the foregoing (If not, instrument and acknowledged the same. authorized by Wis. Stat. § 706.06) THIS INSTRUMENT DRAFTED BY: Notary Public, State of Attorney Kristina Oeland My Commission (is permanent) (expires: ) Hudson, W154016 (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. TRUSTEE'S DEED O 2003 STATE BAR OF WISCONSIN FORM NO. 7 -2003 * Type name below signatures. INFO -PROTM Legal Forms 800 -655 -2021 www.infoproforms.com f of f Ili ST CROIX COUNTY SEPTIC TANK Zvi TENANCE AGREEMENT AND OWNERSHIP CERTIFICATION FORM Owner/Buyer anaw )10-n n e TOJ I hMck i Mailing Address ��q c l"1 ��� � eiC �'( �640as n Property Address (Verification required from Planning Department for new construction) City/State 50me as . l,L�r Parcel Identification Number a - , 7D -/" LEGAL DESCRIPTION Property Location N9 ' /s, , '/4, Sec. . T2_N -R- W, Town of awX', set Subdivision Z V1 eA-O 0.0 re S , Lot # `t Certified Survey Map # 7'1 - �Q(a , Volume Page # Warranty Deed # b "hoill 7 , Volume , Page # Spec house ❑ yes (p no Lot lines identifiable P4 yes ❑ no SYSTEM MAINTENANCE 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. The property owner agrees to submit to St. Croix 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 wastewaterdisposal 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 statipg that your septic system has been maintained must be completed and returned to the St. Croix County Zoning Office within 30 days of t three ear e N he thxpiration date. 1 1 / / 2 00K GN OF, PLICANT DATE OWNER CERTIFICATION 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 r;e described above, by virtue of a warranty deed recorded in Register of Deeds Office. ' + ATURE OF APPLICANT DATE « « « « «« Any information that is mis- represented may result in the sanitary permit being revoked by the Zoning Department. * * * * ** «« Include with this application: a stamped warranty deed from the Register of Deeds office a copy of the certified survey map if reference is made in the warranty deed Ii System Management Y g Management of this system is critical. As a condition of approval of these plans this system management section must be rep iewed with the owner, and the owner must be provided with a complete set of plans including this management section. If problems develop with the adsorption system or any other system components, the installing plumber, Timm Excavating, 715- 772 -3214, or the St. Croix County Zoning Office, 715- 386 -4680, should be contacted for assistance. General Proper functioning of an on -site disposal system, "septic system," is significantly dependent on the volume of water which flows into the system and the level of contaminants in that volume. The lower the volume of water and the lower the level of contaminants, the better and longer the system will function. Typical system components include a septic tank or compartment to settle out solids and contain greases and oils, a filter on the outlet of the septic tank to retain small particles of the same density as water, a pump tank or compartment to allow a dose to be accumulated, a pump and controls, and finally some type of soil adsorption cell to recycle the water m a manner to protect ground water quality and public health. I If the septic tank is installed prior to sheet -rock and/or painting, pump the septic tank before normal use begins to ensure adherence to contaminant load design criteria. Install water- saving appliances whenever and wherever possible. Repair even small water leaks as soon as possible. Never pour grease or oil down any drain or stool. Garbage disposals are not recommended; if you must have one, use it sparingly. n \�o paper products other than tissue should go into the system. `o chemicals should go into the system. 8 .A � otd surge flows of water; try to spread laundry throughout the week. Maintenance The septic tank must be inspected every three years by a properly licensed person. if necessary, the septic tank must be pumped to remove solids and scum; pumping is required if the combined scum and solids volume equals one third of the tank volume. %Vhen the septic tank is pumped, any solids in the bottom of the pump tank must be pumped, and the filter must be back - washed into the septic tank to remove accumulated material. Periodic observation pipe inspections should be made by the homeowner to examine the state of the in -situ soil adsorption cell. Quarterly inspections are recommended; a licensed plumber should be notified if effluent is consistently ponded in the adsorption cell. If this system contains specific treatment components other than those mentioned here, maintenance requirements will accompany their specifications. 5 The pumping components for this system include an alarm which must be installed and remain on a separate circuit from the pump. If the alarm is activated, minimize water use and notify a licensed plumber for service as soon as possible. The system allows reserve capacity to accumulate some necessary flow until normal service can be restored; this volume is minimal, and no more than one or tv'o days should pass before any necessary repairs can be made. Avoid compaction such as vehicle traffic within 15' down -slope of the adsorption system. 8 .avoid disturbing the system itself such that might encourage erosion or disturb the required seeding of the system. y Particularly avoid winter traffic such as sliding or snowmobiling which might compact snow and lead to increased frost depth. 10 Surface drainage must be diverted around the system; avoid landscape changes which might send surface run -off into the system area. Contingency Plan Wastewater monitoring of volume and quality is not a normal requirement for low effluent strength systems; such monitoring may become necessary if problems develop. Any necessary monitoring shall be done in accord with the requirements of Comm 83.54 (2) Pumping and hauling of wastewater may be necessary while analysis and repairs are implemented. Additional testing, designing, and or installation of additional treatment components or conversion to a holding tank may be necessary. 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