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HomeMy WebLinkAbout020-1448-33-000Wisconsin Department of Commerce PRIVATE SEWAGE SYSTEM Safety and Building Division INSPECTION REPORT GENERAL INFORMATION (ATTACH TO PERMIT) Personal information you provide may be used for secondary purposes [Privacy Law, s.15.04 (1)(m)]. ermit Holder's Name: City Village X Township Zim el, Craig Hudson, Town of ST BM Elev: Insp. BM Elev: BM Description: a) 5• � S SANK INFORMATION n TYPE MANUFACTURER N t CAPACITY Septic w 1 77 GG G C, k. 5Z5 NA. Aeration Z 5 —' Holding TDH Ft Forcemain TANK SETBACK INFORMATION TANK TO P/L WELL BLDG. Vent to Air Intake ROAD Septic ' 56/ NA. 25 Z 5 —' Dosing TDH Ft Forcemain Length la. Dist. to Well Aeration 11,03 . V5 St/Ht Inlet Holding SUHt Outlet 7 9 ?, O , S PUMP /SIPHON INFORMATION Manufacturer St. Croix Demand FS ELEV. GPM Model Number /6L • Parcel Tax No: TDH Lift Friction Loss System Head TDH Ft Forcemain Length la. Dist. to Well SOIL ABSORPTION SYSTEM BED /TRENCH Width It Length No. Of Trench DIMENSIONS ? , 7^ 7- 1 SETBACK SYSTEM TO P/L BLDG INFORMATION Type Of System: / DISTRIBUTION SYSTEM 4 J a L, Header /Manifol� IDistribution Pipe(s) ELEVATION DATA County: St. Croix Sanitary Permit No: FS ELEV. 514872 0 State Plan ID No: /6L • Parcel Tax No: 95 • C Alt. BM 020 - 1448 -33 -000 Section /Town /Range /Map Na: 3. ZS 32.29.19.2866 STATION BS HI FS ELEV. Benchmark ia, �5 /6L • No r 95 • C Alt. BM 3. ZS 1,13. Z Bldg. Sewer Z . 11,03 . V5 St/Ht Inlet SUHt Outlet 7 9 ?, O , S Dt Inlet Dt Bottom Header /Man. Dist. Pipe IZ• ca 9 of SF„ q$ Bot. System IZ•c 3.0 9y -4$ 9 17 S5 Final Grade $.q 9 7 , '5 7 St Cover • t � Goas�. 3, ZS 43 • Z. I PIT DIMtN51VN5 INO. Vi ri[` WELL LAKE /STREAM LEACHING CHAMBER OR /♦, , /� UNIT I x Hole Size x Hole S Length (,P D Length \ Dia "- Spac SOII!_ CnVEIR v D—..— Q—+amc nnly YY Mmind Or At-Grade Sv%tBms Only Depth Over Depth Over xx Depth of Seeded /Sodded xx Mulched Bed/Trench Center 3 . 55 Bed/Trench Edges `Yes Topsoil No r ' Y es I] No COMMENTS: (Include code discrepencies persons present, etc.) Inspection #1: / ! Inspection #2: 1 1 Location: 647 Cobblestone Court Hudson, WI 54016 (NE 1/4 SW 1/4 32 T29N R1 9W) Windsor Heights 1st Add Lot 33 Parcel No: 32.29.19.2866 1.) Alt BM Description = `' +C� GbJ4� 2.) Bldg sewer length = ZS - amount of cover = key iz 6ej-,j 5;�: 5 a �G�w �5 Plan revision Required? d Yes 7j< No q 2 ` O Z Use other side for additional Information. ` J Date Insepcto Signat Cert. No. SBD -6710 (R.3/97) Dia. Liquid Depth acturer: Number 3b+ 3a= !o Vent to Air Inta! 3 c' ro iLo tea., T l.` commef+ee,wl,gov Safety and Buildings Division County ._ .i / 201 W. Washington Ave., P.O. Box 7162 .- GYD /� V/ n M I D"Ohno ft Madison, WI 53707 -7162 be filled in by Co.) Sanitary P r it Num s i n � Sanitary Permit Application State Transaction In accordance with s. Comm, 8321(2), Wis. Adm. Code, submission of this form to priers g ) Number /N A unit is required prior to obtaining a sanitary permit. Note: Application forms for sta PO Project Address (if different than mailing address) submitted to the Department of Commerce. Personal information you provide may be used ndary u s in accordance with the Privacy Law, s. 15. I m Stats. - / f O � y G e 66 G L4 I. Application Information - Please Print All rmatio Prot , Owmer� Name e ` V Parcel # `j Z� '"' � � �` 3.3 " Property Owner iling Address M 1 4 Property Location ZBCo(�� o �cx �a3 Govt. Lot '' /., .5I ' /+, Section 3,2 City, State Zip Code Aso ,� Gv E (Check a») T�� N; R /� ❑ E JaW 11. Type of Building (check all that apply) Subdivision Name El or 2 Family Dwelling - Number of Bedrooms Block lt./,'•(/d # Public/Commercial - Describe Use l, �' City of hti4'>•Q Q�a� ❑ Describe Use `t CSM ❑ Village of Number State Owned - Town of III. Type of Permit: (Check Ally one box on line A. Complete line B if applicable) A. New System Replacement TreatmentMolding Tank Replacement Only Other Modification to Existing System (explain) ----• System B. Permit Permit Revision Change of Permit Transfer to List Previous Permit Number and Date Issued Renewal Before Plumber New Owner �� f ,. _ T'7 Expiration 1V. T of POWTS System/ Com nent/De Ch eek all that a on- Pressurized In- Ground LJ Pressurized In- Ground LJ At -Grade LJ Mound > 24 in, of suitable soil I I Mound < 24 in, of suitable soil Hold g Tank Other Dispersal Component (explain) []Pretreatment Device (explain) V. Dispeml/1reat pent Area Information: Design Flow (gpd) Design Soil Application Rate( f) Dispersal Area Required (S Dispersal Area Pro at) System Eleva /, & C-- f S o2od 1,,7a,91 VI. Tank Info Capacity in Total # of Manufacturer Material Gallons Gallons Units !off 525 : New Tanks Existing Tanks w of � Septic or Holding Tank Dosing C hunber VII. Responsibility Statement- 1, the undersigned, assume responsibility for installation of the POW tro the attached plane. Plumber's Name (Print) Plumber's Signature PRS Number Business Phone Number �? �lS�� F, z� S Plumber's Address (Street, City, State, Zip Code) VI11. Conn epartment Use On pproved _ Permit Fee Date I ued Issuing t Signature _ Owner ' Rea or Denial $ G>D S ;3 4 iX. Condl"W~. "sons for Disapproval 1. Septic tank, effluent fi ter and dispersal cell must all be SONIC" / makttalited as per management plan provided by phultbsr. 2. AN setback require0na is mast be maintsih0d Attach to template piams for the system and submit so the County only on paper act teas then 81/2: I I inches in Sias aJ + SBD -6398 (R. 01/07) Valid thm 01/09 In I �' �l A o 733 zi���� � (COPY �N� / 2 % hl )e G/ L• 733 iv z'.W Y faG e�p x rs /.� o d 1 �N 0 iNistonski Department of Commerce SOIL EVALUATION REPORT Page ( of 3 ni.,;."., ..f Rofoty and Riandinns in accordance with Comm 135, WIS. AOm. 1.000 Co u nty I Attach complete site plan on paper not less than 8 112 x 11 inches in size. Plan must include, but not limited to: vertical and horizontal reference point (BM), direction and Parcel percent slope, scale or dimensions, north arrow, and location and distance to nearest road. n), Re • to Please print all Inlbirmation Personal information you provide may be used for 99condary purposaa (Privacy Lew, s. 15.04 (1) (m)). 3 Property Owner r 1( Cr_, K e � (I l S --Pr—op" Location Govt Lot A/E 114-5 114 S32 T 2 N R l E (or IV Property Owner's Mailing Address r D d� 743 Lot # Block # Subd. Name or CSM# � 3 LL�� �Sor li� I�IZ�i ID. - City State zip Code I Phone Number City ❑ village 6$ Town Nearest Road 51 c / 2 msb 16 New Construction Use: 59-ResidentiM I Number of bedrooms � =L_ Code derived design flow rate 'V�Z/ GPD ❑ Replacement / ❑ Public or commercial - Describe: -- - - Du {c h Flood Plain elevation ft applicable Parent material _— ' s - - -__ —_ General commends 7O and recommendations: (2 vv - 7 0 7 d Boring # U Boring Q pit Ground surface elev. _ `� �(> ft. Depth to limiting factor in. Sol Appl ication pate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPDR in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 'Eff #2 1 6-12 110 st 1 2rrrn5j,-k r') --C r - CS )V' .5 �I' Z 12 -alp 10 51 c / 2 msb ,��r e w `l 3 —310— /A X r P/� S Os "n I C.� -- . 7 �. z o e, D 2 f Boring # [J Boring I FZ a Pit Ground surface elev. �P v ft. Depth to limiting factor /D l) in. Sol Application Rate Horizon Depth. Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPDff In. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 'Eff#2 1 6-12 110 st 1 2rrrn5j,-k r') --C r - Z- 12 -alp 10 5 %c� Sbk C `^` �( 3 —310— /A X r P/� S -- — `? / 2 f Effluent M1 = BOD5> 30 < 220 mg/L and T55:0.30 < 750 mgfL tnwem me = Dvu � ou myn ..mru I � - w ...Jva CST Name (Please Print) Signatur CST Nurr>ber Acla rn Se1� I' Address Date Evaluation Conducted Telephone Number 2113 R) 3orner -T 5 YO E -5 7 0 - `? 3 � 7 &6 -© 2 7� Property Owner _ !d1 —z_�L Parcel ID # Page 2 of ❑ Boring # U Boring Q �� � Pit Ground surface elev. ! tl1tS. ft. Depth to limiting factor Horizon Depth Dominant Color Redox Description Texture Structure Consistence in. Munsel Qu. Sz. Cont Color Gr, Sz. Sh. in • Boundary Roots Soil Application Rate GPDfiP 'Eff#1 'Eff#2 ' 5 , 13 Y c-,,,, -, ._7 / - �a 1 a Boring # U Boring ❑ Pit :Ground, surface elev. ft. Depth 1p limiting factor in Soil Applimilon Rate Horizon Depth Dominant cow Redox Description Texture Structure Consistence Boundary Roots GPDf F In. Munsell Qu. Sz. Cont Color Gr. Sz. Sh. 'Eff#1 'Eff#2 Boring # Ground surface elev. R Depth to limiting factor in. F1 U Boring ❑ Pit Soi i don Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD in. Munsell Qu. Sz. Cont Color Gr. Sz. Sh. 'Eff#1 'Eff#2 ' Effl #1 = BOD, > 3() 220 mg1L and TSS >30S 150 mglL ' Effluent #2 = BOD 30 mgiL and TSS <_ 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- 264 -8777. M- 633018.07/001 Boring # Ground surface elev. R Depth to limiting factor in. F1 U Boring ❑ Pit Soi i don Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD in. Munsell Qu. Sz. Cont Color Gr. Sz. Sh. 'Eff#1 'Eff#2 ' Effl #1 = BOD, > 3() 220 mg1L and TSS >30S 150 mglL ' Effluent #2 = BOD 30 mgiL and TSS <_ 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- 264 -8777. M- 633018.07/001 ' Effl #1 = BOD, > 3() 220 mg1L and TSS >30S 150 mglL ' Effluent #2 = BOD 30 mgiL and TSS <_ 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- 264 -8777. M- 633018.07/001 Property Owrrer L ld.-4 Lake- Parcel ID # Page 2 of -5 FS] Boring #` U Boring ��� pit Ground surface elev. 1S I ft. Depth to limiting factor 1 20 in. Sod Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPDlfP in. Munseti Qu. Sz. Cont Color Gr. Sz. Sh. 'Eff#1 •Eff #2 MMM M.M. 9-' Redox Description Qu. Sz. Cont Color MEMMI-71 � 2 - l r4 -- r' c c\rj — 3 -' - _7 I -2 F-1 Boring # ❑ Boring ❑ pit rGround.surface elev. ft. Depth to limiting factor in. Sod — 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 I - Eff#2 E Boring # � Boring El pit Ground surface elev. ft. Depth to limiting factor in. Sol Application Rate MMM M.M. 9-' Redox Description Qu. Sz. Cont Color MEMMI-71 � E Boring # � Boring El pit Ground surface elev. ft. Depth to limiting factor in. Sol Application Rate ' Effluent #1 = BOD, > 30:s 220 mgfL and TSS >30:5 150 mglL . Effluent #2 = BOD < 30 mglL and TSS < 30 mg1L 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. sso.e3wta.07ro0) MMM M.M. 9-' Redox Description Qu. Sz. Cont Color MEMMI-71 � ' Effluent #1 = BOD, > 30:s 220 mgfL and TSS >30:5 150 mglL . Effluent #2 = BOD < 30 mglL and TSS < 30 mg1L 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. sso.e3wta.07ro0) PAGE 3 OF 3 NAME: L i-e + o-. _< LOT #_LEGAL DESCRIPTION& f,1 /4S!IL /4,S5ZT-Zq,N,R SCALE: 1"= L IO N ft PO ELEVATION: 100- _- BM I DESCRIPTION: 4 - o © BM 2 ELEVATION: 9'K. & D r , BM 2 DESCRIPTION: 4 - p 0 a - C SYSTEM ELEVATION: SYSTEM TYPE: ( A y e l'l4 'Q vt a. WE i 5if, 3Z' SIGNATURE: 1s— DATE: 7 -Z 2 '�'� 4VIND30P, HEDGHTS',ST ADDITION LOCATED IN PART OF THE SOUTHEAST 1/4 OF THE NORTHWEST 1/4 AND IN PART OF THE NORTHEAST 1/4 OF THE SOUTHWEST 1/4 OF SECTION 32, TOWNSHIP 29 NORTH, RANCE 19 -WEST, TOWN OF HUDSON, ST. CROIX ° "• ' COUNTY, WISCONSIN, t CDN SEC s2 i IT L IT z N , Ir W 34 35 °" 7J6:N• _ J J. ifi! 50621 S.F. 0 8 57755 8.F �n COBBISTONE .�� " 6 AC ;. a3 Ac. z 4 COURT Io 0 ! 30 •, _ a Nr \ LBO = B I 45801 S.F. T ` - - ' ` - - - r N / 717.10'- - MDT!'- - �� Q 1,05 Ac. z IN 32 �. b. N 9Da9D r = 55ADr ,\ y of $ f 4 W 64880 S.F. " 93 d 4592 SF !? 31 50526 SF :r� ' Y 45708 S.F. $ I g ag Ac A 6 at. " 05 Ac. 1.05 Ac. s f -- L-- ---- - - - - -- -- -- -- - - __ 47160, • 785.54 , S 88'58'04' W 1322,01' OTY OF HUDSON UN�ATiE�lANDS R.A. =S A9'4D'd0' W 1323.80' — — — — — iMNwr Y ' 99wW ' to DALE, fM.IWTM71rf1iR OI•NOI WILM G� D ' lV°y' ALL BEARINGS ARE REFERENCED TO ME NORTH -SOUTH 1/4 LINE OF SECTION 32. T2GN, R19W, ASSUMED AS S 00'55'16' E m" ALL BUILDINGS TO BE CONSTRUCTED IN P004MTY lie WITH ORNNAGE EASEMENTS SHALL HAVE A FIN FLOOR OR WINDOW WELL ELEVATION NOT LESS TWO FEET ABOVE THE HIGH WATER ELEVATI GENERAL NOTICE STATEMENT EACH PARCEL SHOMT ON 74S MAO (PLAY) IS SUBJECT TO STATE, COUNTY, ND TON1191IP LAWS RULES, AND REGULATIONS Q.E. KINDS. MMMUA LOT SIZE, AMSS TO PARCEL ETC.) BEFORE PURCHASING OR DEVELOPING ANY N 1/4 PARCEL OF LAND, CONTACT THE ST CROY COUNTY ZONING Fm J, kUM. OFFICE AND THE APPROPRIATE TONS BOARD FOR ADVICE. BMW CAP DRAINAGE EASEMENT NOTE: m r y ND OWNER OR RESIDENT STALL DO ANYTHING E pltnor WHICH WOULD INTERFERE MIN OR CHANGE TI 62 zp YIN WATER DRNNAGE AND EROS RHpOR s'a ! u4`,;+I �; THIS TO MI MNG UPON. I OBSTRUCTING '•r, N a SIERRA FILLING, OR EXCAVATING OR tA' p 1 Iv RANTING N ANY POND EASEMENTS, WATER 0 z A DRAINAGE PORES. WATER RUNWAYS, WATER >. w $ ? (- - - CULVERTS, BERMS OR GRASS SEEONGS d i I U, 8" r UTILITY EASEMENT: < NO POLE OR BURNED CABLES ARE TO BE 0 n�, • °, Ol PLACED SUCH THAT THE NSIALLATION WOULD 0 DISTURB ANY SURVEY STAKE, OR OBSIAUCT 090H ALONG ANY LOT LINE OR STREET LSE, o!!I A, Iv T DISTURBANCE OF A SURVEY STARE BY s ANYONE IS A WOLAROI OF SECTOR 23632 sob OF MSCONSIN STATE STATUTES DIIUTY EASEMENTS AS HERON SET FORTS ARE FOR - - - - THE USE OF PUBLIC BOXES AND N PRWAIE/mw; UTUTES HAVING A RIGHT TO N 0 • fi , SERVE THE AREA N� (4 U AU N� I ' N S 1/4 COR. SEC 32 FOUND I STEEL SHEET 1 OF 2 BERNISEH CAP ORATED BY: SEWN SAMUEL HUMPHREY ENGINEERING r _ PAONSEO w1WNAY LOCATIONS mm SEMOKS 17' ORLMY EASOENT (UAF55 ONNRV% MOM) CRNNAX EASEMENTS LBO • LOWEST AM OPENI NNE • NON WAWA EUVATON r ROII PPE FOUND I Ile WON PIPE PENN 0 1' 0 NE AWUD FOUR r ALUMINUM COUNVIAWm SET I IT M'a FIN Ill. 4.172 AP .. I 0 Z 1 SET 3 /1' BY IOU I* N l9 9R, 170 LGSM r N Ut AT ALL OTNEP lot CORNEAS (4 I Q u 0 N.A. RECORDED AS I d N s DRAI8AGE EAEEMOT D D c d ??045 5 H (NOT TO SCALE) Lt Ipp.10 g0W91ROPR0 SECTOR !L T29K RIPW, u no N w•12N' N 9LCRO XC). WLL BS INDBTAI[ 11 l4 III60 S MTf00' IT Y W 1 - - - - -- - - - - - - - . - taw' • ° ° ' u ; NMrY YY. ID WINDSOR HE GHTS 2 "SU ° °? a 2 N• � NN nt $ SETBACKS: u1 W ;6 -- 7 - 8 J 3 ?G ^ 883 °. 2 29 4 48699 SF. w w 'N FRONT • 50' (UNLESS ONOUASE NOTED) — — 4 SIDE . It 112 Ac © © u m 6 REAR . 75 C ` �RIgCE 5W sE in 92' L- HNE I PLAT IOCATAN , I r 1 3 WINDSOR HEIGHTS 14 5 t CDN SEC s2 i IT L IT z N , Ir W 34 35 °" 7J6:N• _ J J. ifi! 50621 S.F. 0 8 57755 8.F �n COBBISTONE .�� " 6 AC ;. a3 Ac. z 4 COURT Io 0 ! 30 •, _ a Nr \ LBO = B I 45801 S.F. T ` - - ' ` - - - r N / 717.10'- - MDT!'- - �� Q 1,05 Ac. z IN 32 �. b. N 9Da9D r = 55ADr ,\ y of $ f 4 W 64880 S.F. " 93 d 4592 SF !? 31 50526 SF :r� ' Y 45708 S.F. $ I g ag Ac A 6 at. " 05 Ac. 1.05 Ac. s f -- L-- ---- - - - - -- -- -- -- - - __ 47160, • 785.54 , S 88'58'04' W 1322,01' OTY OF HUDSON UN�ATiE�lANDS R.A. =S A9'4D'd0' W 1323.80' — — — — — iMNwr Y ' 99wW ' to DALE, fM.IWTM71rf1iR OI•NOI WILM G� D ' lV°y' ALL BEARINGS ARE REFERENCED TO ME NORTH -SOUTH 1/4 LINE OF SECTION 32. T2GN, R19W, ASSUMED AS S 00'55'16' E m" ALL BUILDINGS TO BE CONSTRUCTED IN P004MTY lie WITH ORNNAGE EASEMENTS SHALL HAVE A FIN FLOOR OR WINDOW WELL ELEVATION NOT LESS TWO FEET ABOVE THE HIGH WATER ELEVATI GENERAL NOTICE STATEMENT EACH PARCEL SHOMT ON 74S MAO (PLAY) IS SUBJECT TO STATE, COUNTY, ND TON1191IP LAWS RULES, AND REGULATIONS Q.E. KINDS. MMMUA LOT SIZE, AMSS TO PARCEL ETC.) BEFORE PURCHASING OR DEVELOPING ANY N 1/4 PARCEL OF LAND, CONTACT THE ST CROY COUNTY ZONING Fm J, kUM. OFFICE AND THE APPROPRIATE TONS BOARD FOR ADVICE. BMW CAP DRAINAGE EASEMENT NOTE: m r y ND OWNER OR RESIDENT STALL DO ANYTHING E pltnor WHICH WOULD INTERFERE MIN OR CHANGE TI 62 zp YIN WATER DRNNAGE AND EROS RHpOR s'a ! u4`,;+I �; THIS TO MI MNG UPON. I OBSTRUCTING '•r, N a SIERRA FILLING, OR EXCAVATING OR tA' p 1 Iv RANTING N ANY POND EASEMENTS, WATER 0 z A DRAINAGE PORES. WATER RUNWAYS, WATER >. w $ ? (- - - CULVERTS, BERMS OR GRASS SEEONGS d i I U, 8" r UTILITY EASEMENT: < NO POLE OR BURNED CABLES ARE TO BE 0 n�, • °, Ol PLACED SUCH THAT THE NSIALLATION WOULD 0 DISTURB ANY SURVEY STAKE, OR OBSIAUCT 090H ALONG ANY LOT LINE OR STREET LSE, o!!I A, Iv T DISTURBANCE OF A SURVEY STARE BY s ANYONE IS A WOLAROI OF SECTOR 23632 sob OF MSCONSIN STATE STATUTES DIIUTY EASEMENTS AS HERON SET FORTS ARE FOR - - - - THE USE OF PUBLIC BOXES AND N PRWAIE/mw; UTUTES HAVING A RIGHT TO N 0 • fi , SERVE THE AREA N� (4 U AU N� I ' N S 1/4 COR. SEC 32 FOUND I STEEL SHEET 1 OF 2 BERNISEH CAP ORATED BY: SEWN SAMUEL HUMPHREY ENGINEERING r _ PAONSEO w1WNAY LOCATIONS mm SEMOKS 17' ORLMY EASOENT (UAF55 ONNRV% MOM) CRNNAX EASEMENTS LBO • LOWEST AM OPENI NNE • NON WAWA EUVATON r ROII PPE FOUND I Ile WON PIPE PENN 0 1' 0 NE AWUD FOUR r ALUMINUM COUNVIAWm SET I IT M'a FIN Ill. 4.172 AP .. I 0 Z 1 SET 3 /1' BY IOU I* N l9 9R, 170 LGSM r N Ut AT ALL OTNEP lot CORNEAS (4 I Q u 0 N.A. RECORDED AS I d N s 88'46'25 E 550.30 - ? - _ z F Z 4 M 7R.o51277 5 5 DIR75r E 0 M,OC N N � 8� c - - - - - -- - - - - - - - . - taw' • ° ° ' u WINDSOR HE GHTS 2 "SU ° °? a 2 28 0 u1 W ;6 -- 7 - 8 J 3 ?G ^ 883 °. 2 29 4 48699 SF. w w 'N — — 4 44631 S.F 112 Ac © © u m 6 u 89'11'05" E 672.89' rou. in 92' L- HNE I S 88'58'04' W 1322,01' OTY OF HUDSON UN�ATiE�lANDS R.A. =S A9'4D'd0' W 1323.80' — — — — — iMNwr Y ' 99wW ' to DALE, fM.IWTM71rf1iR OI•NOI WILM G� D ' lV°y' ALL BEARINGS ARE REFERENCED TO ME NORTH -SOUTH 1/4 LINE OF SECTION 32. T2GN, R19W, ASSUMED AS S 00'55'16' E m" ALL BUILDINGS TO BE CONSTRUCTED IN P004MTY lie WITH ORNNAGE EASEMENTS SHALL HAVE A FIN FLOOR OR WINDOW WELL ELEVATION NOT LESS TWO FEET ABOVE THE HIGH WATER ELEVATI GENERAL NOTICE STATEMENT EACH PARCEL SHOMT ON 74S MAO (PLAY) IS SUBJECT TO STATE, COUNTY, ND TON1191IP LAWS RULES, AND REGULATIONS Q.E. KINDS. MMMUA LOT SIZE, AMSS TO PARCEL ETC.) BEFORE PURCHASING OR DEVELOPING ANY N 1/4 PARCEL OF LAND, CONTACT THE ST CROY COUNTY ZONING Fm J, kUM. OFFICE AND THE APPROPRIATE TONS BOARD FOR ADVICE. BMW CAP DRAINAGE EASEMENT NOTE: m r y ND OWNER OR RESIDENT STALL DO ANYTHING E pltnor WHICH WOULD INTERFERE MIN OR CHANGE TI 62 zp YIN WATER DRNNAGE AND EROS RHpOR s'a ! u4`,;+I �; THIS TO MI MNG UPON. I OBSTRUCTING '•r, N a SIERRA FILLING, OR EXCAVATING OR tA' p 1 Iv RANTING N ANY POND EASEMENTS, WATER 0 z A DRAINAGE PORES. WATER RUNWAYS, WATER >. w $ ? (- - - CULVERTS, BERMS OR GRASS SEEONGS d i I U, 8" r UTILITY EASEMENT: < NO POLE OR BURNED CABLES ARE TO BE 0 n�, • °, Ol PLACED SUCH THAT THE NSIALLATION WOULD 0 DISTURB ANY SURVEY STAKE, OR OBSIAUCT 090H ALONG ANY LOT LINE OR STREET LSE, o!!I A, Iv T DISTURBANCE OF A SURVEY STARE BY s ANYONE IS A WOLAROI OF SECTOR 23632 sob OF MSCONSIN STATE STATUTES DIIUTY EASEMENTS AS HERON SET FORTS ARE FOR - - - - THE USE OF PUBLIC BOXES AND N PRWAIE/mw; UTUTES HAVING A RIGHT TO N 0 • fi , SERVE THE AREA N� (4 U AU N� I ' N S 1/4 COR. SEC 32 FOUND I STEEL SHEET 1 OF 2 BERNISEH CAP ORATED BY: SEWN SAMUEL HUMPHREY ENGINEERING r _ PAONSEO w1WNAY LOCATIONS mm SEMOKS 17' ORLMY EASOENT (UAF55 ONNRV% MOM) CRNNAX EASEMENTS LBO • LOWEST AM OPENI NNE • NON WAWA EUVATON r ROII PPE FOUND I Ile WON PIPE PENN 0 1' 0 NE AWUD FOUR r ALUMINUM COUNVIAWm SET I IT M'a FIN Ill. 4.172 AP .. I 0 Z 1 SET 3 /1' BY IOU I* N l9 9R, 170 LGSM r N Ut AT ALL OTNEP lot CORNEAS (4 I Q u 0 N.A. RECORDED AS I d N s DRAINAGE EASEMENT NOTE: m r y ND OWNER OR RESIDENT STALL DO ANYTHING E pltnor WHICH WOULD INTERFERE MIN OR CHANGE TI 62 zp YIN WATER DRNNAGE AND EROS RHpOR s'a ! u4`,;+I �; THIS TO MI MNG UPON. I OBSTRUCTING '•r, N a SIERRA FILLING, OR EXCAVATING OR tA' p 1 Iv RANTING N ANY POND EASEMENTS, WATER 0 z A DRAINAGE PORES. WATER RUNWAYS, WATER >. w $ ? (- - - CULVERTS, BERMS OR GRASS SEEONGS d i I U, 8" r UTILITY EASEMENT: < NO POLE OR BURNED CABLES ARE TO BE 0 n�, • °, Ol PLACED SUCH THAT THE NSIALLATION WOULD 0 DISTURB ANY SURVEY STAKE, OR OBSIAUCT 090H ALONG ANY LOT LINE OR STREET LSE, o!!I A, Iv T DISTURBANCE OF A SURVEY STARE BY s ANYONE IS A WOLAROI OF SECTOR 23632 sob OF MSCONSIN STATE STATUTES DIIUTY EASEMENTS AS HERON SET FORTS ARE FOR - - - - THE USE OF PUBLIC BOXES AND N PRWAIE/mw; UTUTES HAVING A RIGHT TO N 0 • fi , SERVE THE AREA N� (4 U AU N� I ' N S 1/4 COR. SEC 32 FOUND I STEEL SHEET 1 OF 2 BERNISEH CAP ORATED BY: SEWN SAMUEL HUMPHREY ENGINEERING r _ PAONSEO w1WNAY LOCATIONS mm SEMOKS 17' ORLMY EASOENT (UAF55 ONNRV% MOM) CRNNAX EASEMENTS LBO • LOWEST AM OPENI NNE • NON WAWA EUVATON r ROII PPE FOUND I Ile WON PIPE PENN 0 1' 0 NE AWUD FOUR r ALUMINUM COUNVIAWm SET I IT M'a FIN Ill. 4.172 AP .. I 0 Z 1 SET 3 /1' BY IOU I* N l9 9R, 170 LGSM r N Ut AT ALL OTNEP lot CORNEAS (4 I Q u 0 N.A. RECORDED AS I d N s r _ PAONSEO w1WNAY LOCATIONS mm SEMOKS 17' ORLMY EASOENT (UAF55 ONNRV% MOM) CRNNAX EASEMENTS LBO • LOWEST AM OPENI NNE • NON WAWA EUVATON r ROII PPE FOUND I Ile WON PIPE PENN 0 1' 0 NE AWUD FOUR r ALUMINUM COUNVIAWm SET I IT M'a FIN Ill. 4.172 AP .. I 0 Z 1 SET 3 /1' BY IOU I* N l9 9R, 170 LGSM r N Ut AT ALL OTNEP lot CORNEAS (4 I Q u 0 N.A. RECORDED AS I d N s AI z z�3o3�7aaov JaoS�aow X av I I M n I LOT 1 C_S.M. I LOT 2 C.S.M. W a I VOL. 5, PG. 1347 I VOL. 5, PG. 1347 I v R.A =S 00'12' E l z z I NORTH -SOUTH 1/4 UNE l _ z °m S 00'55'16" E _ _S 00'55'16" E 323.99'' �S 0' 55'16" E N W 2733.52' - 2234.22' O OF o . 2 U U < }NS m Z O Z < o F < 51<Ns our ,4 go00po 2S �dgz?No 1S z !-< (L o Z ~ i w o o a 3Z F5U9L 3i mc3w W o wO � a. 6wira NO ao� rn o � }} wQo F N i N m_ O �Z xmcno a- > < a� M - 1 1 ? < Z J W z of o= o= cn >3 En wZ.; W��W _ o tp mN 3 a Q \O pwOw cn z�a MR ZZ�a T <°W ��oW il J m � Im z <Za < *� Z Q Y H 0_' O , Z Z N 0 aN V� O ~ W 33 O OF o . 2 U U < }NS m Z O Z < o F < 51<Ns our ,4 go00po 2S �dgz?No 1S z !-< (L o Z ~ i w o o a 3Z F5U9L 3i mc3w W o wO � a. 6wira NO ao� +� o � m_ �YY IL 7 m v a g n w d �iVN J J J J cQ S G g o 3 K W O M H ? W U N ~ a _ F < c C 2 i CARMICHAEL RD. S 01'07'53" E 132.48' N 00' W 57.77' WEST UNE OF THE SE /4 OF THE NI 1/4 MI I I 0 ;410-1 I N 01'10'12" W 399.U4 WEST LINE OF THE NE 1/4 OF THE SW 1/4 UNPLATTED LANDS r Received: 5/ 7/08 3:41PM; Fax _> Hearth Y Hotne• Pacie 1 5/7/2008 9:31 PM FROM: Fax TO: 17153816899 PAGE: 001 OF 001 5T CROIX COUNTY SEPTIC TANK MAINTENANCE AGREEMENT AND OWNERSHIP CERTIFICATION FORM Owncr/B uyer >- � 1 ,:nl.— Z— Jy r d el 7 - Mailing Address Property Address (Verification required froth Planning Departwent for new constriction) city/state _ ,Parcel Identification Number SCRIPTION Property Location ��rt., r /., Ste - . T N.R l o�vn of �C��Q_A Subdivision i� �/�� -�, -� _ Lot # Certified Survey Map # Volume _ Page #. Warranty Deed Volume _ Page # _ Spec house Cl yes,K no Lot lines-identiflableAyes ❑ no 4 1 9STJM h�AIM NANCE . Improper use and maintenanceof your septic system could result in its pre-mature failure to handle wastes- propermar:ttenaoce consists of pumping out the septic tank entry dare years or sooner, if needed by a licensed pumper. What you put Into the system s can affect tbt function of the septic tank as a btatment stage in the waste disposal SyStew. 71te property owner a_rres to submit to St Croix Zoning Depa rfrneu t to certification form, sivwd by the o wgcr rtod by a t a journeymanplumber, restrictedpltunberora (1)theoa -site wastev►aterdisposaisystem is in proper operating condition anXor (2) alter inspection nod pumping (if necessary) the septic tank is less than 1/3 full of 51•edge. Uwe, the undersigned have read the above requirements add agree to maintain the private sewage disposal system vith the standards set forth, herein, as set by the Depettattnt of Commerce and the Deparhnent of Natural Resources, State of Wisconsin. ce t4kation stating that your septic system has been maintained must be comp and returned to the St. Croix County Zoning Office within 30 days of the three year expiration date. 51CNA OF APPI.U;ANT QA,T.E OWNER CERTI N I (we) certify that all statements on this form are true to the beat of cry (our) knowledge. 1 (we) am (ire) the owne of ehc properly described above, by virtue of a %varranty deed recorded it+ Register of Deeds Office. .4 S14NA OF APPLICANT DATE ' " +`• Any information tha is mis•rcpresented may result in the S anitltry permit being revoked by the Zoning Department. " ludude with this application. a stamped tvannary deed from the Register of Ntdi office a copy of the certified survey trap if reference is crude in the watranly deed Owner Permit # DESIGN PARAMETERS /aS70 Service Frequency Number of Bedrooms Inspect condition of tank(s) At leant a OIA Number of Public Facility Units Pump out contents of tank(s) When do. 00 g�U_d 7 a 0,$ qurn equals one-third (Y,) of tank volume Estimated flow (average) Inspect dis persal cell(s) 1000 ❑ month(s) X yea (Maximum 3 Vows) Design flow 1peak), (Estimated x 1.5) 7 ❑ NA Inspect pump, pump controls & alarm At 1(0441 qn po, 0v y; r ❑ year(s) 0 month(s) 13 NA Soil Application Rate At Is apt 9noo evory, E3 month(s) ❑ year(s) 0 NA Standard Influent/Effluent Quality At 77 0 9 0 * P I Monthly a v Fats, Oil & Grease (FOG) 530 ing/lL ❑ Other: Biochemical Oxygen Demand (BODO i 1 5220 mglL. P, NA Total Suspended Solids (TSS) 5150 mg/L ❑ Mound Pretreated Effluent Quality 0 p , Monthly average Biochemical Oxygen Demand (BOD,) != mg/L Total Suspended Solids (TSS) 530 mg&. NA, -- Fecal Coliform (geometric mean) 510 &U Maximum Effluent Particle Size _dt — he Y in dia. P M r MAINTENANCE SCHEDULF Service Event /aS70 Service Frequency 00c Tank Manufacturer 1 kfflment Inspect condition of tank(s) At leant a 13 month(s) ear(s), (Maximum 3 years) y ❑ NA Pump out contents of tank(s) When do. 00 g�U_d 7 a 0,$ qurn equals one-third (Y,) of tank volume ❑ NA Inspect dis persal cell(s) At I�pqs one OyOr years) ❑ month(s) X yea (Maximum 3 Vows) ❑ NA Clean effluent filter At ry - : 1 13 month less.; ones ovo At year(e) ❑ NA Inspect pump, pump controls & alarm At 1(0441 qn po, 0v y; r ❑ year(s) 0 month(s) 13 NA Flush laterals and pressure test At Is apt 9noo evory, E3 month(s) ❑ year(s) 0 NA Other: At 77 0 9 0 * P 13 month(s) 0 years) 13 NA Other: 0!011r)fection ❑ Other: ❑ NA MAINTENANCE INSTRUCTIONS Inspections of tanks and dispersal calls shall be mode by - an ndividual carr Ing one of the following licenses or certifications: Master Plumber, Master Plumber Restricted Sewer; PQWTUnio'ector PO WTS Maintainer, Septage Servicing Operator, Tank inspections must include a visual inspection of the tankig), %p4jd 6tlit ; any miss ing or broken hardware, identify any cracks or leaks, measure the volume of combined sludge and scum 4111d it phick- for any back up or ponding of effluent on the ground surface. The dispersal cell(s) shall be visually inspected to cheek the ilffiu` pot lovqls n the observation l pipes and to check for any ponding , of effluent on the ground surface. The ponding of 6061 6. 114" on tr 6 ground surface may indicate a failing condition and requires the immediate notification of the local regulatory authority.:. When the combined accumulation of sludge and sour In any talk oquals on. o-third I Y of more of the tank volume, the entire contents of the tank shall be removed by a SeptagO siieryiraln gparatar and disposed of in accordance with chapter NR 113, Wisconsin Administrative Code. All other services, including but not limited to the servloln of sftlusnt filters, mechanical or pressurized components, pretreatment units, and any servicing at intervals of 5 1 2 months, sh fl il 0 pp, � rm d ,a _0 0 a certified POW 7S Maintainer, Page ^ of llFldc T ank Capacity /aS70 ga l 13 NA 00c Tank Manufacturer 1 kfflment e-15b 11 NA ­ Filter Manufacturer - 4 co) ❑ NA 00114ant Filter Model El NA ,Pu Mp Tank Capacity ❑ NA, al FrIplank Manufacturer Q. g ❑ NA Pu mp Manufacturer C11 VIk ok 0 ❑ NA P�.Mp Model ❑ NA Pr4ttrsflr Unit ❑ NA P qsnO,/Gravel Filter 0 Peat Filter P Mohpnical Aeration ❑ Watland 0!011r)fection ❑ Other: Oiopo"l Cella) ❑ NA P ih-oround (gravity) ❑ In-Ground (pressurized) 0 At ❑ Mound 0 p , 0 Other- ❑ NA ❑ NA ❑ NA POWTS OWNER'S MAN04 Ot MANAGEMENT PLAN TUM SPECIFICATIONS A service report shall be provided to the local regulatory sutho*y. within 10 days of completion of any service event. SEPTIC; TANK & PUMP CHAM5tR CR S$ $EG,_ ION AND SPECIFICATIONS 4" CI VENT PIPE 12" MIN. ABN 9 GAADE WEATHERPROOF 25' FROM DOOR, WINDOW OR JUNCTION BOX APPROVED FRESH AIR INTAKE -^- WITH CONDUIT MANHOLE COVER W1 PADLOCK 6 FINISHED GRADE WARNING LABEL, 4" GI RISER 4" MIN. la l ' IN. 6 " MAX. Fq INLET � � WATER TIGHT SEALS ' CAS" , TIGHT•IAPPROVED �3EAL JOINTS WITH APPROVED ; ALM APPROVED PIPE 'IPE 3' ! """' ON ' INTO SOLID ' SOLID ;OIL PUMP OFF ELEV . F .. ..�,,... OFF RISER EXIT PERMITTED ONLY IF TANK MANUFACTURER HAS APPROVAL 3" APPROVED BEPPINq UNDF TANS CONCRETE PAD S P ; , IT 1 C,A SEPTIC / DOSE TANK MANUFACTURER: msx-- K TANK SIZES SEPTIC GAL. DOSE GAL. ALARM MANUFACTURER: ..�. .� •�.� Lm MODEL NUMBER: pt„y_ SWITCH TYPE: TvNt.�c_. PUMP MANUFACTURER : G n MODEL NUMBER: F R d SWITCH TYPE: mar NO iH DQ$ES PER DAY: AQ Y Q INCLUDING FLOWBACK: 15 9 GAL. P4PACITTE$; A = e INCHES = LI GAL. 8 = 2 INCHES = GAL. C = 0 INCHES AL. D = INCHES = - A GAL. REQUIRED DISCHARGE RATE 4 0 GPM PuM? 4 ALARM WIRING AS PER I LHR 16.23 WA VERTICAL DIFFERENCE BETWEEN PUMP QTF AND DJ9TRI UTION PIPE FEET + MINIMUM NETWORK SUPPLY PRESSURE . • 2.5 FEET + L FEET FOKEMAIN X �,{�� F'I/ OQ FT RIOTION FACTOR . _ . . S — FEET TpT* ,p0AMIC HEAD - FEET INTERNAL DIMENSIONS OF PUMP TANK: LENGTH ✓ ; WIDTH DIAMETER _ u SIGNED. c ---� LIC9,N$E NUX" T-R- a .� qq DATE: 1/88 State Bar of Wisconsin Form 1 -2003 WARRANTY DEED Document Number I Document Name THIS DEED, made between West Lake Builders, Inc., a Wisconsin corporation ( "Grantor," whether one or more), and Craig A Zimpel ("Grantee," whether one or more). Grantor, for a valuable consideration, conveys to Grantee the following described real estate, together with the rents, profits, fixtures and other appurtenant interests, in St. Croix County, State of Wisconsin ("Property") (if more space is needed, please attach addendum): Lot 33, Plat of Windsor Heights 1" Addition in the Town of Hudson, St. Croix County, Wisconsin. k llikll kllll illil kllkl liiki ilkii llll ilikil llll lick * 8 5 1 7 6 3 1 651763 KATHLEEN H. WALSH REGISTER OF DEEDS ST. CROIX CO., WI RECEIVED FOR RECORD 4* o1�obC)7 02:50PM wHltlta4TY DEED EXEMPT I REC FEE: 11.00 TRANS FEE: 407.70 PAGES: 1 Recording Area Name and Return Address River Valley Abstract, & Title, Inc. 1200 Hosford Street, Suite 201 Hudson, WI 54016 File # 2694357 020 - 1448 -33-OW Parcel Identification Number (PIN) This is not homestead property. (is) (is not) Grantor warrants that the title to the Property is good, indefeasible in fee simple and free and clear of encumbrances except: Easements, restrictions and rights -of -way of record, if any. Dated May 31 , 2007 Signature(s) _ authenticated on West Lake Builders, (SEAL) (SEAL) (SEAL) AUTHENTICATION ACKNOWLEDGMENT STATE OF WISCONSIN ) ) ss. St. Croix COUNTY ) TITLE: MEMBER STATE BAR OF WISCONSIN (If not, authorized by Wis. Stat. § 706.06) QZ THIS INSTRUMENT DRAFTED BY (Signatures may 6 NOTE. THIS IS A STANDARD FORM. WARRANTY DEED * Type name below signatures. 1 of 1 Personally came before me on May 31_ 2007 the above -named Richard Grekoff me known to be the person(s) who executed the foregoing Sent and acknowledged the same. _ z; rezt, W &c, State of Wisconsin ision (is permanent) (expires: aged. Both are not necessary.) J THIS FORM SHOULD BE CLEARLY IDENTIFIED. WISCONSIN FORM NO. 1 -2003 1 \ START UP AND OPERATION page __._ of _. For new construction. prior to use of the POWTS dhook tro> fl►r1t 1 (♦i} ift r. the presence of painting products or other chemicals that may impede the treatment process and/or high concentrations are detected have the contents of the tanklsi removed by a septage servicing opetll System start up shall not occur when soli conditforit# fib d 1 lAf ehr.Avg surface. During power outages pump tanks may fill above 1 hti) 0*740010W .,When power is restored the excess wastewater will be discharged to the dispersal cell(al in one large doll d may result in the backup or surface discharge of effluent. To avoid this situation have the contan>~s > Apy.l by a Septage Servicing Operator prior to restoring power to the effluent pump or contact a P'Iumbet � � ; ' i isl' IIO assist in manually operating the pump controls to restore normal levels within the pump tank. Do not drive or park vehicles over tanks and disp*41 � ; 4 �Ot tiilp PP 'park over, or otherwise disturb or compact, the area within 15 feet down slope of any mound or at -gredi tfttifr011llil*.* Reduction or elimination of the following rom thrl r x g fb[tl #11li litlptove the performance and prolong the life of the POWTS: antibiotics; baby wipes; cigarette butts/ go I ; degreasers; dental floss; diapers; disinfectants; fat; foundation drain (sump pump) water; fruit and ve grease; herbicides; moat scraps; medications; oil; painting products; pesticides; sanitary napkins; t>t , "V41�} i:, no. ABANDONMENT When the POWTS fails and is permanently take/} fitil< dt Re ll _ r dq ' oil# steps shall be taken to Insure that the system is properly and safely abandoned in compliance with nsin Administrative Code: • Ali piping to tanks and pits shall be disconOt'"t oh1(:1 hp I Ilha pipe openings sealed. • The contents of all tanks and pits shall be r siivlli > aI'l Oeop w* 010p4sed of by a Septage Servicing Operator. • After pumping, all tanks and pits shall be v *Vsvwlti 91f1 h lhQV40 Or their covers removed and the void space filled with soil, gravel or another Inert solid material. CONTINOENCY PLAN If the POWTS falls and cannot be repaired the f4111>rrii lIl�l#�Fi4 �trhVp b!i+en, or must be taken, to provide a code compliant replacement system: ❑ A suitable replacement area has been evitlo mil for the location of a replacement soil absorption system. The replacement area should be 10,0d compaction and should not be infringed upon by required setbacks from existing and propa0 xt }I' wells. Failure to protect the replacement area will result In the need for a new soil and site d I�1 ii lj i) ►. i 000ble replacement area. Replacement systems must comply with the rules In effect at that tkrte, 13 A suitable replacement area is not oval a i� k ,orh#ls,r soil limitations. Barring advances in POWTS technology a holding tank may be installed d �! `t+� l�it;.he failed POWTS- A❑ The site as not evaluated to idenN ifl`t N urea. Upon failure of the POWTS a soil and site evaluation be per#orrned to /scale a ai31t t d it no replacement area is available a holding tank may b ells s a last resort to replace fil+tl': , C3 Mound and at-grade soil absorption systet#a M' > +) ! in piece following removal of the biomat at the infiltrative surface, Reconstructions of such A"y ith the rules in effect at that time. < < WARNING> > SEPTIC, PUMP AND OTHER TREATMENT TANKS lli' SES AND /OR INSUFFICIENT OXYGEN. DO NOT ENTER A SEPTIC, PUMP OR OTHER TREATMENT ' : JITANCES. DEATH MAY RESULT. RESCUE OF A PERSON FSOM THE INTERIOR OF A TANK MAY 88 ADDITIONAL COMME POWTS INSTALLER Name \1A L Phone - 7/ -- 3 '9!e — , 3 1 LO ll . SEPTAGE SERVICING OPERATOR {PUMPER) Phone This document was drotted in compliance with chapter ComNtf. {i4of i 00i , TAl1Vl�R LATORY�AUTHORITY _ 7 1 5 - 3 ie - dip I�,,,04111. (2) A 431, Wisconsin Administrative Code. r [(b]GOULDS PUMPS APPLICATIONS Specifically designed for the following uses: • Effluent systems • Homes • Farms • Heavy duty sump • Water transfer • Dewatering SPECIFICATIONS • Solids handling capability: 3 /4 " maximum. • Capacities: up to 60 GPM. • Total heads: up to 31 feet. • Discharge size: V/2" NPT. • Mechanical seat: carbon - rotary/ceramic stationary, BUNA - N elastomers. • Temperature: 104OF (40 continuous 140OF (60°C) intermittent. • Fasteners: 300 series stainless steel. • Capable of running dry without damage to components. Motor: • EPO4 Single phase: 0.4 HP, 115 or 230 V, 60 Hz, 1550 RPM, built in overload with automatic reset. • EP05 Single phase: 0.5 HP, 115 V, 60 Hz, 1550 RPM, built in overload with automatic reset. • Power cord: 10 foot standard length, 16/3 S1T0W with three prong grounding plug. Optional 20 foot length, 1613 S11W with three prong grounding plug (standard on EP05). 0 2000 Goulds Pumps EftecUve February, 2000 83871 • fully submerged in high grade turbine oil for lubrication and efficient heat transfer. Available for automatic and manual operation. Auto- matic models include Mechanical Float Switch assembled and preset at the factory. FEATURES ■ EPO4 Impeller: Thermoplas- tic Semi -open design with pump out vanes for mechanical seal protection. METERS i FEET Submersible Effluent Pump 3871 E�5 ■ EP05 Impeller. Thermoplas- tic enclosed design for improved performance. ■ Casing and Base: Rugged thermoplastic design provides superior strength and corrosion resistance. ■ Motor Housing: Cast iron for efficient heat transfer, strength, and durability. ■ Motor Cover. Thermoplastic cover with integral handle and float switch attachment points. ■ Power Cable: Severe duty rated oil and water resistant. 9 301...... _._ ....._,........ I s _..... 7 _... u 6 20r _ ..._. s � a a ..... o z 5 . 1 0 00.__.._........ 10 0 2 4 6 CAPACITY ■ Bearings: Upper and lower heavy duty ball bearing construction. AGENCY LISTING f Canadian standards AssodWon (CSA listed model numbers end in "F" or "C ".) Goidds Pumps is ISO 9001 Registered. --► S GPM 25 Fr g 10 12 m' /h Goulds Pumps <& ITT Industries