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HomeMy WebLinkAbout038-1079-60-100 Vvisconsie epartment of Commerce St. Croix it �D County: PRIVATE SEWAGE SYSTEM `S'.�fe,'� and Building Division INSPECTION REPORT Sanitary Permit No: 515025 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: Ellwan er, Brenten & Gabrielle I Star Prairie, Town of 038 - 1079 -60 -100 CST BM Elev: Insp. BM Elev: BM Description: Section/Town /Range /Map No: 19.31.18.327B TANK INFORMATION ELEVATION DATA TYPE MANUFACTURER j •) CAPACITY STATION BS HI FS ELEV. Septic • 1 f', r Benchmark f A Dosing Alt. BM A,cretmrr / Bld6. Sewer fyi Holding 3 SUHt Inlet � TANK SETBACK INFORMATION St/Ht Outlet TANK TO P/L WELL BLDG. Vent to Air Intake ROAD Dt Inlet Septic Dt Bottom Dosing ( / Ay t / Header /Man. , 5 Aeration Dist. Pipe Holding Bot. System PUMP /SIPHON INFORMATION Final Grade Z•�j A5 , Manufacturer / Demand St Cover d / _ ecJ� O� GPM [^; ( Ca cam_ 3.7 lJ • Model Number 5 1W �(� • 5 , , _ ��� TDH Lift �� Friction Loss System Head TID �t 1 5 - - _ Forcemain Length / Dia i I Dist. to Well SOIL ABSORPTION SYSTEM BED /TRENCH Width / Length No. Of Trench; PIT DIMENSIONS No. Of Pits Inside Dia. Liquid Depth DIMENSIONS 6 /6✓ � 4.1!` _ ! . _. SETBACK SYSTEM TO P/L BLDG WELL LAKE /STREAM LEACHING Manufacturer: INFORMATION Type f S stem CHAMBER OR YP Q y -/� SZ N►`�_ UNIT Model Number: DISTRIBUTION SYSTEM( Header /Manifold Distribution I x Hole Size �t x Vent Air Intal� / Pipes) C -7 r Q 7 4 _y Length Dia ` Length �D Dia Z Spacing D v SOIL COVER x Pressure Systems Only xx Mound Or At -Grade Systems Only Depth Over Depth Over ` xx Depth of xx Seeded /Sodded 1 xx Mulched Bed /Trench Center / 1 Bed/Trench Edges Topsoil �� es � No es No COMMENTS: (Include code discrepencies, persons present, etc.) Inspection #1: f Z.­ / " t Jaspection #2: Location: 870 205th Ave Somer et, WI 54025 (SW 1/4 NE 1/4 19 T31N R18W) NA Lot 4 , ;,,.. p, tt, •' 1(1( Parcel No: 19.31.18.3276 1.) Alt BM Description = C-b`)-c-" >'.• re V -1 d C.s 2.) Bldg sewer length = i - amount of cover = / i w�se (e,,, )s z, t r Plan revision Required. ❑ Yes )<No Use other side for additional Information. SBD -6710 (R.3/97) Date Insepcto s Signatu� Cert. No. I PAID commerce.wi.gov Safety and Buildings Division County 201 W. Washing C�Q s CQ n s n Madison, WI 5RECC I V E D SLn itary Permit Number (to be filled in by Co.) 0 of coaunmme 5 l DZ Sanitary Permit ApplicaLonNOV 1 0 20 S teTransactionNumber In accordan ce with s. Comm. 83.21(2), Wis. Adm. Code, submission of this fo �governmental Z'� Z'Z unit is required prior to obtaining a sanitary permit. Note: Application to sT3fe P ject Address (if different thanmarlin address) submitted to the Department of Commerce. Personal information you prary +�� f � X p urposes in accordance with the Privac Law, s. 15.04 I m , Stats. / J 1. Application Information — Please Print All Information Property Owner's Name Parcel # eRE AJ4 : 24 A- 5 A E LL wA-/v an 0 /0 iq — (",b Properiy Owner's Mailing Address Property Location 1 - 3 z a s Govt. Lot City, State Zip Code Phone Number 1 y, V., Section 0 L s ircle one) II. T �1� W � S T N; R E ord Type of Building check all that apply) Lot # YP g ( PP Y) I or 2 Family Dwelling Number of Bedrooms Block # ❑ Public/Commercial - Describe Use L4A 11 City of ❑ State Owned - Describe Use / 4 A✓ rte CSM Number ❑ Village of ,® -Town of re�a r 1 III. Type of Permit: (Check only one box on line A. Complete line B if applicable) A. Q�N System y ❑Replacement System ❑ Treatment/Holding Tank Replacement Only ❑Other Modification to Existing System (explain) -------- B. 11 Permit Renewal ❑ Permit Revision ❑ Change of Plumber ❑Permit Transfer to New List Previous Permit Number and Date Issued Before Expiration Owner IV. Type of POWTS System/Component/Device: Check all that apply G ❑ Non - Pressurized In- Ground ❑ Pressurized 1n- Ground KAt -G ❑ Mound > 24 in. of suitable soil ❑ Mound < 24 in of suitable soil ❑ Holding Tank ❑ Other Dispersal Component (explain) ❑ Pretreatment Device (explain) V. Dis ersahTreat nt Area In formation: Design Flow (gpd) Design Soil Application Rate(gpds Dispersal Area Required (sf) Dispersal Area Proposed (s System Elevation Vt. Tank Info Capacity in Total # of Manufacturer Gallons Gallons Units V, New Tanks Existing Tanks 5 0 5 IS Septic or Holding Tank 0 ^7 `_ >3— y�� Dosing Chamber s C• / ` ( 1 J ' VII. Responsibility Statement- I, the undersigned, assume responsibility for installation of the POWTS shown on the attached plans. Plum er's Name (Print) I Plumber's Signature MP /fvf e"Number Business Phone Number AAA A - ) Y-g ;7 Plumbe s Address (Street, City, State, Zip Code) Lef VIII. unt /De artment Use Onl Approved rsappr Permit Fee Date s Q Issuing nt Signa e ❑ rer en Reason rDenial $ 40 s D a IX. Conditions of Ap roval/Reasons for Disapproval < t SYSTEM LINER: 3) CO ,, - i e,n.g / �- '�^ �C. ✓ — 1. Septic tank, effluent fitter and J_ dispersal cell must all be services / maintained / as per management plan provided by plumber. 7 2. All setback requirements mull; be maintained he system and submit to the County only on paper not less than 8 U2 x I I Inches in size SBD -6398 (R. 01/07) Valid thru 01/09 F' /o ff P /ah fog A �I. 'e PO wts P/ct1, o� 1la P- llwati�e� F z - -t cl, C 'Prop bF 11"k e— S, E I i p�1���' 1; <le ;,c,ctes *40 eay ytti 'I d- r 1<vdl�o� t' - I �sy rye �a ru f frolo 4. i S �o S AY °'orl �O L'lH�C /�/ � hL.O✓ r J Sb,. *L ~ S. • f -,-e Po wt F'ldti o� o i >f &Ile Sf' �FbP fi NeS ✓ Q Ver,'� loc�7iovi �vr�'vr t3 cvhs tr �Ei' "62 Y � S'o�, l;�e y r�iow5 �, �.�'� �- fir' �t ��- �?`',, ,�'�► cl of I � �'v+dlt�uoc.7` el — q�.o } // � .A l �t - tall - �.nc� tLic�,t� .• . 3 br�i rri �o� Q i7 - (s'y sficm tv kcT.et al f M_ S '7 �w o+� i a : t re s a.°' ]COPY Safety and Buildings PO BOX 7162 commerce.Wl.gov MADISON WI 53707 -7162 TDD #: (608) 264 -8777 i sco ns i n www.coe.wi.gov/sb www.wisconsin.gov Department of Commerce Jim Doyle, Governor Jack L. Fischer, A.I.A., Secretary RECEIVED August 27, 2008 SEP 0 4 2008 CUST ID No. 220673 ATTN. POWTS Inspector ST. CROIX COUNTY CHARLES L WEBSTER ZONING OFFICE ZONING OFFICE WEBSTER SOIL TESTING & DESIGN ST CROIX COUNTY SPIA N5815 770TH ST 1101 CARMICHAEL RD ELLSWORTH WI 54011 HUDSON WI 54016 CONDITIONAL APPROVAL PLAN APPROVAL EXPIRES: 08/27/2010 Identification Numbers Transaction ID No. 1582122 SITE: Site ID No. 741467 Brenton & Gabriella Ellwanger - Dwelling Please refer to both identification numbers, 205TH Ave above, in all correspondence with the agency. Town of Star Prairie, 54026 St Croix County SW 1/4, NE 1/4, S19, T31N, R18W, Lot: FOR: Description: At -Grade Object Type: POWTS Component Manual Regulated Object ID No.: 1196775 Maintenance required; 600 GPD Flow rate; 40 in Soil minimum depth to limiting factor from original grade; System(s): At -grade Component Manual, SBD- 10570 -P (R.6/99), Pressure Distribution Component Manual, SBD - 10573 -P (R.6/99) The submittal described above has been reviewed for conformance with applicable Wisconsin Administrative Codes and Wisconsin Statutes. The submittal has been CONDITIONALLY APPROVED. This system is to be constructed and located in accordance with the enclosed approved plans and with the component manual(s) referenced above. The owner, as defined in chapter 101.01(10), Wisconsin Statutes, is responsible for compliance with all code requirements. p COA No person may engage in or work at plumbing in the state unless licensed to do so by the Department per s.145.06, stats. OEP A copy of the approved plans, specifications and this letter shall be on -site during construction and open to DIVlS inspection by authorized representatives of the Department, which may include local inspectors. All permits required by the state or the local municipality shall be obtained prior to commencement of construction /installation/operation. S EE C(}R In granting this approval the Division of Safety & Buildings reserves the right to require changes or additions should conditions arise making them necessary for code compliance. As per state stats 101.12(2), nothing in this review shall relieve the designer of the responsibility for designing a safe building, structure, or component. Inquiries concerning this correspondence may be made to me at the telephone number listed below, or at the address on this letterhead. The above left addressee shall provide a copy of this letter to the owner and any others who are responsible for the installation, operation or maintenance of the POWTS. CHARLES L WEBSTER Page 2 8/27/2008 Aagel Fee Required $ 175.00 Fee Received $ 175.00 � Balance Due $ 0.00 eer Private Sewage Plan viewer, Integrated Services WiSMART code: 7633 (608)266-2889, M - F, 0630 - 1500 Hrs pete.pagel @wisconsin.gov cc: Leroy G Jansky, POWTS Wastewater Specialist, (715) 726-2544, Friday, 7:00 A.M. To 3:30 P.M. Webster Soil Testing Et Sewer System Design A c eow Charlie & Kris Webster, Owners N5815 770 th Street, Ellsworth, WI 54011 Telephone: (715) 273 -3430 Fax: (715) 273 -4181 WI Licenses: MP220673, ST220673, ST 261669, PEI 8803 POWTS Index Sheet Page 1 of 8 At -Grade System Designed for a 4 Bedroom Residence Property Owner/Project Name: Brenton & Gabriella Ellwanger 245` Ave SW 1/4 NE 1/4 S19 T31 N R18 W Town of Star Prarie, St Croix County, WI Contents Page 1 of 8 Index Sheet Page 2 of 8 Plot Plan Page 3 of 8 Plan View Cross Section Page 4 of 8 Distribution Pipe Layout Page 8 Pumping Chamber Layout Page 6 of 8 Pump Performance Curve Page 7 &8 of 8 Management Plan ``, ����a��aurrrti� y CHAF�� � t • WESMA WUL 0 • ro11At X1 7'0 Component manual_ used Name: At -Grade Component Manual for POWTS 6 Version: SBD 10570- P(R6/99) �F Date: 6/99 Name: Pressure Distribution Manual for POWTS Version SBD10573 -P (86/99) /f$ w - C ,R�ss sE c7- / oN L T w JA �) ' , ,,, 7 0 � >`h- •f� � 1 Pees / ,C e =C /h• JJ, , 7 5 k o bs r df.�K �s ----p {� Ad Feet +/ Feet L= f/ Feet Linear Loading Rate =_ Design Loadin GPJVLN FT g Rate =t-: GPD/SQ -,FT W= Feet Fabric Distribut Late gal 0 bs e rva fl o n Well IN A �2 > ja ek TaA- e It :c t It- - r•-E ai/ ,rrr a:n Sipacrd ' I X p p 7 (j Z, l� !� l X e .L la ektS ° f/ PA te.P, � �►'+C Ea F -ycc o Ja,olo�- Fj- Sti�CCe. +;.f I2u €P'. a! t C //t C.^ C3' Tsms -ar eAt. V 4. mi 1, V r', C 1 , 0( L � � � dt, e,- - Page c.k (No Scale) '� `� .r• �r S�,( d 9 0 .Approved Locking Manhole Covers > / With Warning Labels Attached � "'i w•�,da o` f'�slr Weatherproof Approved d!r I�ylke ��;���`�✓ �� Junction Box Vent Cap ---7 12" Minimum j / G.aola ' #. urn ; t 4" Minimum � t � Quick 18" Minimum Disconnect 8,.,, �•hP���adre�rJo Covo4 1/4" Weep /� Baffle i Hole i l rm 6+ 0 n 6; B i P , C .Kia *APPROVED � Off 6 �� r�`T. � op- r0 ,JOINTS WITH ! ' APPROVED PIPE I D 3' ONTO I SOLID SOIL ,i Conc. 31ocx 3" of Bedding Under Tank --/ oft rep &"f It Number of Doses:,,a ,Per Day Gallons Per Da f o{ - Doses • 11 1 Day/f - ca 110-s _ Vol ume ;e of Back f low: . c a 2rs Tank Manufacturer. P - Total Dose Volume: ........ Ga ° -n 5 Tank Size-Septic/Pump: G ons Alarm Manufacturer: Model Number: 'DLV Capacities: A ? inches or t 7 Ga 1ons Switch Type: + B �Z inches or 33 a- Gallons Pump Manufacturer: + C inches or Gallons Model Number: 7 '� + D inches or / a Gallons Minimum Discharge ate: %..! > Total....._ _4 7 inches or 7 Gal 1ons Vertical Difference Betwee ump Off and Distribution Pipe : / /.O Feet Mi nimum Required Supply Pressure:... T ...F, y .......+ Feet Feet of Force Main x 4 7 1'riction Factor /100 Feet: + eet , Inch Diameter Force Main Total Dynamic Head: ... = .r;,; Feet internal Tank Dimensions: Length :5� t o Width _Liquid Dept . �G,C;Z7'0. -, Y tad l�F.Cl�d C f Q,f' _ _ `'� ba7` C� .�<,.,. -u,-�� t•,,. .--� d .�,-• ! o � ..tic' � t K 387 EPO4 EP05 APPLICATIONS Fasteners: 300 series Fully submerged in high ■ Motor Housing: Cast iron Specifically designed for the stainless steel. grade turbine oil for for efficient heat transfer, following uses: • Capable of running lubrication and efficient strength, and durability. dry without damage to heat transfer. ■Motor Cover. Thermo las- r Homes Effluent systems p • components. tic cover with integral handle Motor Available for automatic and and float switch attachment • Farms manual operation. Automatic Heavy duty sump EPO4 Single phase: 0.4 HP; models include Mechanical - Water transfer 115 or 23 It V, in overload l oad 1 it h Float Switch assembled and ■ Power Cables Severe duty RPM, built vrload With • preset at the factory. Dewatering automatic reset. rated oil and water resistant: SPECIFICATIONS • EP05 Single phase: 0.5 HP, ■ Bearings: Upper and lower 115 V, 60 Hz, 1550 RPM, FEATURES heavy duty ball bearing Pump: EPO4 built in overload with construction. • automatic reset. � EPO4 Impeller: Thermo - Solids handling capability: plastic Semi -open design 1 /a" maximum. • Power cord: 10 foot with pump out vanes for AGENCY LISTING • Capacities: up to 55 GPM. standard length, 16/3 SJTO mechanical seal protection. Thermo- •Canadian SiandaMsl�sociafion • Total heads: up to 24 feet. with three prong grounding • Discharge size: 1 NPT. plug. Optional 20 foot . EP05 Impeller. Mechanical seal: carbon length, 16/3 SJTW with plastic enclosed design for listed model numbers • improved performance. end nd i n "P' or "AC ".) rotary/ceramic- stationary, three prong grounding plug BUNA -N elastomers. (standard on EP05). ■ Casing and Base: Rugged • Temperature: thermoplastic design provides 104 °F (4.0 °C) continuous superior strength and 140 °F (60 °C) intermittent. corrosion resistance. • Fasteners: 300 series METERS FEET stainless steel. 10 • Capable of running dry.without damage to s 30 I components. Pump: EP05 s • Solids handling capability: c z E �c� V4" maximum. w r , • Capacities: up to 60 GPM. • Total heads: up to 31 feet. g 6 20 j Discharge size:.1IR NPT. a ! Z 5 • Mechanical seal: carbon- c 15' I ' ! rotary/ceramic- stationary, a 4 BUNA -N elastomers. Temperature: 3 10 104 °F (40 °C) continuous t I I 140 °F (60 °C) intermittent. 2 ' _ 4 4 " N' I I �wr 0 10 20 30 40 50 GPM 0 2 4 6 8 10 12 m /h CAPACITY ©1995 Goulds Pumps, Inc_ Effective May, 1995 B3871 i POWTS OWNER'S MANUAL & MANAGEMENT PLAN Page / of FILE INFORMATION SYSTEM SP ECIFICATIONS Own er Septic Tank Capacity g a l ❑ NA Permit # Septic Tank Manufacturer;;, Q., �A,�7-_U NA DESIGN PARAMETERS Effluent Filter Manufacturer P / k ❑ NA 12 Number of Bedrooms - 13 NA Effluent Filter Model S ❑ NA Number of Commercial Units X NA Pump Tank Capacity gal ❑ NA Estimated flow (average) 4 c2C g al/day Pump Tank Manufacturer Design flow (peak), (Estimated x 1.5) cLal/day Pump Manufacturer �...`' ❑ NA Soil Application Rate %. al/da /ftz Pump Model - 7/ - ,?"� ❑ NA Influent(Effluent Quality Monthly average' Pretreatment Unit NA Fats, Oil & Grease (FOG) 530 mg /L ❑ Sand/Gravel Filter ❑Peat Filter Biochemical Oxygen Demand (BOD 420 mg /L ❑ Mechanical Aeration ❑ Wetland Total Suspended Solids (TSS) 5150 m /L ❑ Disinfection ❑ Other. Manufacturer Pretreated Effluent Quality ❑ NA Monthly average" Dispersal Cell(s) Biochemical Oxygen Demand (BOD 530 mg /L ❑ in- ground (gravity) ❑ In -ground (pressurized) Total Suspended Solids (TSS) 530 mg /L XAt -grade ❑ Mound Fecal Coliform (9 eometric mean) 510 cfu/100m1 1 ❑ Drip-line ❑ Other Maximum Effluent Particle Size Y inch diameter values typical for domestic (non- commerclaq wastewater and septic tank effluent +* Values typical for pretreated wastewater. MAINTENANCE ANCE SCHEDULE I Service Event Service Frequency Inspect condition of tank(s) At least once every 3 ❑ months X year(s) (Maximum 3 yrs.) Pump out contents of tanks) When combined sludge and scum equals one -third %) of tank volume Inspect dispersal cell(s) At least once every 3 E I months *Kyear(s) (Maximum 3 yrs.) Clean effluent filter W- At least once every 3 ❑ months )Kyear(s) Inspect pump, pump controls & alarm At least once every ❑ months ❑ year(s) ❑ NA '4"VC'`1- I Flush laterals and pressure test At least once every ❑ months 13 year(s) El NA f 've'e de� Other At least once every ❑ months ❑ year(s) 29 NA Other At least once every O' months ❑ year(s) V NA d M�' �eees�,me. d� c %,K,has f'7 /tPr eh�e 'very �yP,LS. w eYeco�,ti,�q MAINTENANCE INSTRUCTIONS you. c /e.r+�, rt/fr% e ye j Ao t dvald P "mL /CM3 d'..►^•nr fhe Srre6- Inspections of tanks and dispersal cells shall be made by an individual carrying one of the following licenses or certifications: Master Plumber, Master Plumber Restricted Sewer, POWTS Inspector, POWTS Maintainer, Septage Servicing Operator. Tank inspections must include a visual inspection of the tank(s) to identify any missing or broken hardware, identify any cracks or leaks, measure the volume of combined sludge and scum and to check for any back up or ponding of effluent on the ground surface. The dispersal cell(s) shall be visually inspected to check the effluent levels in the observation pipes and to check for any ponding of effluent on the ground surface. The ponding of effluent on the ground surface may indicate a failing condition and requires the immediate notification of the local regulatory authority. When the combined accumulation of sludge and scum in any tank equals one -third (Y,) or more of the tank volume, the entire contents of the tank shall be removed by a Septage Servicing Operator and disposed of in accordance with ch. NR 113, Wisconsin Administrative Code. The servicing of effluent filters, mechanical or pressurized POWTS components, pretreatVment components, and any other maintenance or monitoring at intervals of 12 months or less shall be performed by a certified POWTS Maintainer. A service report shall be provided to the local regulatory authority within 10 days of completion of any service event START UP AND OPERATION. For new construction, prior to use of the POWTS check treatment tank(s) for the presence of painting products or other chemicals that may impede the treatment process and /or damage the dispersal cell(s). If high concentrations are detected have the contents of the tank(s) removed by a septage servicing operator prior to use. • t3r�hh r� f� > hfr Page! of System start up shall 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 ouelimination 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. ABANDONm ENT When the POWTS fails and/or is permanently taken out of service the following steps shall be taken to insure that the system is property and safely abandoned in compliance with ch. 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 property disposed. of by a Septage Servicing Operator. • After pumping, all tanks and pits shall be excavated and removed or their covers removed and the void space filled with soil, gravel or another inert solid material. CONTINGENCY PLAN If the POWTS fails and cannot be repaired the following measures have been, or must be taken, to provide a code compliant replacement system: ❑ A suitable replacement area has been evaluated and may be utilized for the location of a replacement soil absorption system. The replacement area should be protected from disturbance and compaction and should not be infringed upon by required setbacks from existing and proposed structure, lot lines and wells. Failure to protect the replacement area will result in the need for a new soil and site evaluation to establish a suitable replacement area. Replacement systems must comply with the rules in effect at that time. • A suitable replacement area is not available due to setback and/or soil limitations. Barring advances in POWTS technology a holding tank may be installed as a last resort to replace the failed POWTS. • 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. X Mound and at -grade soil absorption systems may be reconstructed in place following removal of the biomat at the infiltrative surface. Reconstructions of such systems must comply with the rules in effect at that time. <<WARNING>> SEPTIC, PUMP AND OTHER TREATMENT TANKS MAY CONTAIN LETHAL GASSES AND /OR INSUFFICIENT OXYGEN. DO NOT ENTER A SEPTIC, PUMP OR OTHER TREATMENT TANK UNDER ANY CIRCUMSTANCES. DEATH MAY RESULT. RESCUE OF A PERSON FROM THE INTERIOR OF A TANK MAY BE DIFFICULT OR IMPOSSIBLE. ADDITIONAL COMMENTS POWTS INSTALLER POWTS MAINTAINER k a ew•i Name Name Phone "Phone 3EPTAGE SERVICING OPERATOR PUMPER " - *o.w► LOCAL REGULATORY AUTHORITY Name Agency S .0 * Co «r o�e.Ir Phone Phone C" 6. This document was drafted by the stafs of the Green Lake, Marquette and Waushara County Zoning and sanitation agencies. This document meets :he minimum requirements of ch. Comm 6322(2)(b)(1)(d) &(t) and 83.54(1), (2) & (3), Wisconsin Administrative Code. Use of this document does not guarantee the performance of the POWTs_ GMW (2/01) N V isronsin SOIL EVALUATION REPORT #2103 Department of Commerce in accordance with Comm 85, Wis. Adm. Code Page 1 of 3 Division of Safety and Buildings Steel's Soil Service County Attach complete site plan on ern oes s o 6 nta, , � 11 inches in size. Plan must St. Croix include, but not limited to: ve I a reference point (BM), direction and percent slope, scale or dime s, north arro ReYlScation and distance to nearest road. Parcel I.D. 6 7 U-� Please all ►n Pending ' 'LEI V E D Revi ed By Date Personal information you provide may be us d fob secondary purposes (Privacy L , S. 15.04 (1) (m)). _ 2I Property Owner � oOQ roperty Location G � '� Brenton & Gabrielle Ellwanger JUN I lJ Govt. Lot na SW1 /4, NE1 /4, S19, T31 N, R18W Property Owner's Mailing Address of # Block # Subd. Name or CSM# 833 205th Ave ST. CROIX COUNTY 5 na CSM-- y,9td..1 �� t City State Z er City Village Town Nearest oad NewRichmond, WI 54017 715 247 - 5696 Star Prairie 205Th Ave j New Constructio Use: Residential / Number of bedrooms 4 Code derived design flow rate 600 GPD ep acemeni j Public or commercial - Describe: na Parent material Benches and large drainageways of ground moraines. Flood plain elevation, if applicable na ft. General comments At garde or Mound design, system elevation 100.00ft for At grade or 100.50ft for Mound based on contourline elevation 100,00ft. and recommendations: Boring # ❑ Boring Pit Ground surface elev. 100.00 ft. Depth to limiting factor 48 in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistency Boundary Roots GPD /ft in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. `Eff#1 - Eff#2 1 0 -17 10yr3 /1 none sl 2msbk mfr cs if 0.6 1.0 2 17 -32 10yr3/2 none Sil 2msbk mfr CS na 0.6 0.8 3 32 -48 10yr4/4 none sicl 2msbk mfr cs na 0.4 0.6 4 48 -60 5yr4/4 c2d 7.5yr5/6 SI om na na na .2 .6 Boring # _ Boring Pit Ground surface elev. 100.00 ft. Depth to limiting factor 40 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 -12 10yr3 /1 none sl 2msbk mfr cs if 0.6 1.0 2 12 -32 10yr3 /2 none SI 2msbk mfr cs na 0.6 1.0 3 32 -40 10yr4 /4 none SI 2msbk mfr cs na 0.6 1.0 4 40 -60 5yr4/4 c2d 7.5yr5/6 sl om na na na .2 .6 " Effluent #1 = BOD 30 < 220 mg /L and TSS >30 < 150 mg /L " Effluent #2 = BOD < 30 mg /L and TSS < 30 mg /L �� CST Name (Please Print) SiMat e. CST Number David J. Steel 248956 Address Steel's Soil Service Date Evaluation Conducted Telephone Number 1699 150th St New Richmond, WI 54017 6/11/2008 715 - 760 -0347 SBD -8330 (R.07 /00) Property Owner Brenton & Gabrielle Ellwanger Parcel ID # Pending Page 2 of 3 37 Boring # ; Boring [ Pit Ground surface elev. 97.50 ft. Depth to limiting factor 50 in. Soil A pplication 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 I *Eff#2 1 0 -12 10yr3 /1 none sil 2msbk mfr cs if 0.6 0.8 2 12 -29 10yr4/4 none sl 2msbk mfr cs na 0.6 1.0 Y 3 29 -50 5 r4 4 none sl 2msbk mfr na na 0.6 1.0 F Boring Boring # pit Ground surface elev. ft. Depth to limiting factor in. i � 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 I *Eff#2 F-1 ;.__j Boring Boring # r Pit Ground surface elev. ft. Depth to limiting factor in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD /ft in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 I *Eff#2 Effluent #1 = BOD 30 < 220 mg /L and TSS >30 < 150 mg /L Effluent #2 = BOD < 30 mg /L and TSS < 30 mg /L The Department of Commerce is an equal opportunity service provider and employer. If you need assistance to access services or need material in an alternate format, please contact the department at 608 -266 -3151 or TTY 608 - 264 -8777. SBD -8330 (R.07/00) Steel's Soil Service STEEL'S SOIL SERVICE 3 of 3 David J. Steel Brenton & Gabrielle Ellwanger 1699 150th St. CST - POWTSM SWl /4,NE1 /4,S19,T31N,R18W New Richmond, WI 54017 Lic. 4248956 Town of Star Prairie, St. Croix Co. Direct 715- 760 -0347 CSM Lot 5 Z Airs Fax 715- 246 -0318 This soil evaluation was conducted to satisfy a zoning requirement, it may or may not be suitable for your use. The location of this test may or may not be as shown, as permanent lot lines were not established at the time the soil test was conducted. Legend N 1 = 40' ♦ = Benchmark Ele. 100.00 ft Top of 3/4" pvc pipe • =Alt Benchmark El 100.00 ft Top of 3/4" pvc pipe = Borings Boring Elevations BI = 100.00 ft B2 = 100.00 ft p� B3 = 97.50 ft g 3 r a � r � 7 �,� B4 = 0.0 / ft a rq�e n 6 f 4 ho� �•r Z .dal Flo a3 Sf � r j � wesl— ro 08/29/2005 10.50 FAX 715 273 0444 NELSON- PLUMBING (OOtiC'n1 ST. CROIX COUNTY SEPTIC TANK MAINTENANCE AGREEMENT AND OWNERSHIP CERTIFICATION FORM OwnerBuycr Q il/l PPA1 '' 6 Ab r L d k FJ l.)an 9 ,:?_,� - Mailing Address � _ Property Address 5 (Verification required from Planning & Zoning Department for new construction.) City /State _ _ Parcel Identification Number LEGAL DESCRIPTION Property Location. V �P- / T 4 , �/a ,Sec. -- l- N R W, Town o£ 4l/LIL� Subdivision _, Lot # S Certified Survey Map # Volume Page Warranty Deed # !� _ > Volume Page Spec house yes ® Lot lines identifiable 4:5 no SYSTEM MAINTENA-NCE AND OWNER CERTIFICATION Improper use and maintenance of your septic system could result in its premeturc failure to handle wastes. Proper maintenance consists of pumping out the septic tank every three years or sooner, if needed, by a licensed pumper. Wha! you put into the system can affect the function of the septic tank as a treatment stage in the waste disposal system. Owncr maintenance responsibilities are specified in §Comm. 83.52(1) and in Chapter 12 - Sc. 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 inspecrion and pumping (if necessary), the septic tank is less than 11 full of sludge. I /we, 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 Resotuces, State of Wisconsin. Certification stating rhat your septic system has been maintained must be completed and returned to the St. Croix County Planning & Zoning Dcpartrntnt within 30 days of the three year expiration date. I /we certify that all statements on this form arc true to the best of my /our knowledge. 1 /we atn/are the onmer(s) of the property described above, by virtue of a warranty deed recorded in Register of Deeds Office. Numb r o, bedr�lo OOOF SIGNATURE OF APPLICAI`NX i *" *Any information that is misrepresented Tnay result in the sanitary perrrut being revoked by the Planning & Zoning Department. Include with this application a recorded warranty deed from the Register of Deeds Office and a copy of the certified survey reap if reference is made in the warranty deed. (REV. 08105) LT 'd J93 :80 BO 60 ^014 * 8 2 4 7 9 [y 3 882479 KATHLEEN H. WALSH REGISTER OF DEEDS ST. CROIX CO., WI RECEIVED FOR RECORD 10/08/2008 08:30AM CERTIFIED SURVEY MAP VOL: 23 PAGE: 5571 CERTIFIED SURVEY MAP ROC FEE: 1 COPY FEE: 4.00 LOCATED IN THE SWY4 OF THE NEY4 OF SECTION 19, T31N, R18W, TOWN PAGES: 3 OF STAR PRAIRIE, ST. CROIX COUNTY, WISCONSIN. r, OWNER) SUBDIVIDER BEARINGS REFERENCED TO THE EAST LEGEND COLLEEN R. RIVARD - WESTY4 SECTION LINE OF SECTION 19, - INDICATES SECTION CORNER 833 205TH AVENUE ASSUMED TO BEAR N88 ST. (AS NOTED) SOMERSET, WI 54025 CROIX COUNTY COORDINATE SYSTEM. ® - INDICATES 1' X 18' IRON RE -BAR WEIGHING 1.502 LBS. / UN. FT. SET. -„—,f- - INDICATES FENCE LINE �' - ImcM7ES PROPOSED DRIVEWAY LOCATION I Z 0 *WED BYPLAX69' � ts hi S88'54'37'E 5 60.14' Qt I ; 194,760 SQUARE FEET n i ch ao (4.47 ACRES) ao 8 INCLUDING RIGHT -OF -WAY .� 174,260 SQUARE FEET ® N ( 4.00 ACRES) < ®® 8 EXCLUDING RIGHT-OF -WAY , 1 �l� N88 3556.88 -- — — — -- -- NBV54_37'W 56014' — — — r NW'43'44 W - cn 1327.12 M -�- 205TH N88 °43'44W 560.19 — A VENUE — W1 /4 CORNER, SECTION 19 ;AST -WESTA SECTION *LINE F I� �9/4 CORNER, SECTION 19 (1' STEEL SURVEY MARKER (E TABLISHED FROM TIE PIPE NAIL FOUND) UNPL SHbWN ON FILED TIE SHEET) G G *4® NEW RIC MOND wl p8 f ,Stevens SCALE IN FEET 1 ' = ENGINEERS - PLANNERS - SURVEYORS 1680 LIVINGSTONE ROAD • HUDSON, WI 54016 0' 60 120 240' (715) 386 -5819 • (651) 436 -2075 - FAX: (715) 386 -5679 W W W. STE VENSENGINEERS. CDM THIS INSTRUMENT DRAFTED BY: SHEET 1 OF 3 JOSEPH W. GRANBERG S -2295 1 of 3 Vol. 23 Page 5571 f C!lClf ClflC flCf! fl1C! Illlf IIIII I(II III(II II II II!( STATE BAR OF WISCONSIN FORM 3- 1999 8 8 2 9 0 6 1 Document Number QUIT CLAIM DEED 882906 KATHLEEN H. WALSH This Deed, made between Colleen B. Rivard Vk/a Colleen B. REGISTER OF DEEDS Ellwanger ST. CROIX CO., WI RECEIVED FOR RECORD 10/16/2008 08:55AM Grantor, and Brenten P. Ellwanger and Gabrielle D. Ellwanger, QUIT CLAIM DEED husband and wife as survivorship marital property, EXEMPT t 8 REC FEE: 11.00 PAGES: 1 Grantee. Grantor quit claims to Grantee the following described real estate in St. Croix County, State of Wisconsin (if more space is needed, please attach addendum): Part of the Southwest Quarter of the Northeast Quarter (S W 1/4 of NEI /4) of Section Recording Area Nineteen (19), Township Thirty -one (3 North, Range Eighteen (18) West, Town of Name and Retum Address Star Prairie, described as follows: Lot "f Certified Survey Map recorded on Judith A. Remington October 8, 2008, in Volume 23, Page 5571 as Document No. 882479. Remington Law Offices, LLC 126 S. Knowles Avenue New Richmond, W154017 Part of 038 -1079- 60-000 Parcel Identification Number (PIN) This is not homestead property. ()i) (is not) Together with all appurtenant rights, title and interests. Dated this 1 day of October 2008 L��Z' • • COLLEEN B. RIVARD f/k/a Colleen B. Ellwanger AUTHENTICATION ACKNOWLEDGMENT Signature(s) STATE OF WISCONSIN ) ) ss. ST. CROIX County ) authenticated this day of Personally came before me this day of October , 2008 the above named Colleen B. Rivard Uk/a Colleen B. Ellwanger TITLE: MEMBER STATE BAR OF WISCONSIN to me known to be the person(s) who executed the foregoing (If not, instr ment and acknowledge the sam authorized by § 706.06, Wis. Stats.) ` �`µ 111 irrrr rr � ' THIS INSIRIJhC TI WAS DRAFTED PY \,\NN I F q. �'• o Judith A. Remington, Remington Law Offices,1Q, F, totary P lic, State of Wisconsin 126 S. Knowles Avenue, New Richmond, WI _ '; '' ' .Commission is pe r nent. (I not, state expiration ate: (Signatures may be authenticated or acknowledged.31oth are ni w ^ " Names of persons signing in any capacity must be tyfc ipr d o s natare. information Professionals company, Fond du Lac, W STATE 4R OF 4I7ONSIN BM-655-2021 QUIT CLAIM DEED �� F .FORM i P WISG .�. 1 of 1 "$11116111% ��� r. !'tX i CERTIFIED SURVEY MAP LOCATED IN THE SWy OF THE NEY OF SECTION 19, T31N, R18W, TOWN OF STAR PRAIRIE, ST, CROIX COUNTY, WISCONSIN. BEARINGS REFERENCED TO THE EAST -WESTY SECTION LINE OF SECTION 19, LEGEXD ASSUMED TO BEAR N88'4344'W, ST. - INDICATES SECTION CORNER CROIX COUNTY COORDINATE SYSTEM. (AS NOTED) O - INDICATES 1' X 18• IRON RE-BAR WEK9HING 1.502 LBS. / UN. FT. SET. of if - INDICATES FENCE LINE iJ - INDICATES PROPOSED DRIVEWAY LOCATION N07E: THE SHADED AREA BELOW IS OWNER / SUBDIVIDER THE AVAILABLE NET - PROJECT AREA COLLEEN R. RIVARD CONSISTING OF LESS THAN 12% 833 205TH AVENUE SLOPES. THE CROSS HATCHED AREA SOMERSET, W154025 CONSISTS OF AREAS BETWEEN 12% AND 20% SLOPES. NOT MORE THAN 50% OF THOSE AREAS BETWEEN 12% AND 2D% SLOPES MAY BE DISTURBED AS PART OF THIS PROJECT. S88 °54'37'E 580.14' I , �z N 8° a sa'37 w — sao.la' P3 2 5TH N88 °43'44 - W 580.19 ��------ W114 CORNER, SECTION 19 EAST-WESTY SECTION LINE (1' STEEL SURVEY MARKER E1 /} CORNER, SECTION 19 NAIL FOUND) ( EST}IBLISHED FROM TIE PIPE SHO ON FILED TIE SHEET) NOTE-' ANY CONSTRUCTION OR LAND DISTURBANCE AFFECTING MORE THAN 10,000 SQUARE FEET ON SLOPES OF 12% -19.9% SHALL REQUIRE A LAND USE PERMIT FROM THE ST. CROIX C O COUNTY ZONING OFFICE. �� ••• • •. ��� NEW RICHMOND wl gm 9 ~ ° s UR..� . 0 b SCALE IN FEET 1' =120' Stevens ENGINEERS • PLANNERS • SURVEYORS V S0' 120 240' 1680 LIVINGSTONE ROAD ° HUDSON, W1 54015 THIS INSTRUMENT DRAFTED BY: (715) 385 -5819 • (551) 436 -2075 • FAX: (715) 386 -5879 JOSEPH W. GRANBERG S-2295 WWW.STEVENSENGINEERS.COM SHEET 2 OF 3 2 of 3 Vol. 23 Page 5571 l V isconsin OI VALUATION REPORT #2104 Department of Commerce In lccor ance with Comm 85, Wis. Adm. Code Page 1 of 3 Division of Safety and Buildings Steel's Soil Service Attach complete site plan on paper not less than 8'/2 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. 03 -107 — 1,0— Pending Please print all info atj Revi ed B l Date Personal information you provide may b used f RE i�(byrrSD(Privac Law, s. 15.04 (1) (m)). PropertyOw —�` Property Location Wayne Colleen Rivard 8 Govt. Lot na SW1 /4, NE1 /4, S19, T31N, R18W Property Ow a+�ress Lot # Block # Subd. Name or CSM# 833 205th Ave T. CROIX COUNTY 4 na CSM � n City State Zip CQWNI`Qn61FE b City Village Town Nearest - Road So t WI 54025 715 - 247 -5696 Star Prairie 205Th Ave + I io New Construct � n Use: I, Residential / Number of bedrooms a Code derived design flow rate 600 GPD Replacement Public or commercial - Describe na Parent material End moraines and ridges of ground morarines Flood plain elevation, if applicable na ft. General comments Mound Design, system elevation 100.91ft based on contour line elevation 100.00ft. 11 inches minnimuum ASTM 33 Mound Sand. and recommendations: Boring # -� Boring Pit Ground surface elev. 100.00 ft. Depth to limiting factor 25 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 ff#2 1 0 -9 10yr 3/2 none sl 2msbk mfr cs If 0.6 1.0 2 9 -25 10yr4/4 none sl 2msbk mfr cs na 0.6 1.0 3 25 -60 5yr4/4 c2d 7.5yr5/6 scl om na na na .0 .0 2 Boring # Boring Pit Ground surface elev. 100.00 ft. Depth to limiting factor 27 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 -11 10yr 3/2 none sl 2msbk mfr cs if 0.6 1.0 2 11 -27 10yr4/4 none sl 2msbk mfr cs na 0.6 1.0 3 27 -60 5yr4/4 c2d 7.5yr5/6 scl om na na na .0 .0 i Effluent #1 = BOD 30 < 220 mg /L and TSS >30 < 150 m /L ' Effluent #2 = BOD < 30 mg /L and TSS < 30 mg /L CST Name (Please Print) Sign! e: CST Number David J. Steel 248956 Address Steel's Soil Serviced - Date Evaluation Conducted Telephone Number 1699 150th St New Richmond, WI 54017 6/16/2008 715 - 760 -0347 SBD -8330 (R.07 /00) Property Owner Wayne & Colleen Rivard Parcel ID # Pending Page 2 of 3 3 ] Boring Boring # Pit Ground surface elev. 96.90 ft. Depth to limiting factor 43 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 -27 10yr 3/2 none sl 2msbk mfr cs if 0.6 1.0 2 27 -43 10yr4/4 none sicl 2msbk mfr cs na 0.4 0.6 3 43 -60 5yr4/4 c2d 7.5yr5/6 scl om na na na .0 .0 F Boring Boring # I Boring Ground surface elev. ft. Depth to limiting factor in. - Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD /ft in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 I *Eff#2 Boring Boring # 1 pit Ground surface elev. ft. Depth to limiting factor in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD /ft in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 I *Eff#2 * Effluent #1 = BOD 30 < 220 mg /L and TSS >30 < 150 mg /L ' Effluent #2 = BOD < 30 mg /L and TSS < 30 mg /L The Department of Commerce is an equal opportunity service provider and employer. If you need assistance to access services or need material in an alternate format, please contact the department at 608 - 266 -3151 or TTY 608 - 264 -8777. SBD -8330 (R.07 /00) Steel's Soil Service y 1 I �+ r . STEEL'S SOIL SERVICE 3 of 3 David J. Steel Wayne & Colleen Rivard 1699 150th St. CST - POWTSM SWl /4,NE1 /4,S19,T31N,R18W New Richmond, WI 54017 Lic. #248956 Town of Star Prairie, St. Croix Co. Direct 715- 760 -0347 CSM Lot 4 Fax 715- 246 -0318 This soil evaluation was conducted to satisfy a zoning requirement, it may or may not be suitable for your use. The location of this test may or may not be as shown, as permanent lot lines were not established at the time the soil test was conducted. Legend N 1 " =40' ♦ = Benchmark Ele. 100.00 ft Top of 3/4" pvc pipe • =Alt Benchmark E] 100.00 ft Top of 3/4" pvc pipe Ci ` ' I E = Borings f Boring Elevations B 1 = 100.00 ft B2 = 100.00 ft B3 = 96.90 ft B4 = 0.00 ft Jr- �5 3 I n u L*.-%Aa-- 3da UK 4A APR -12 -2005 16:28 FERGUSON ENT HUDSON 715 386 6144 P.01 [RGOULDS PULPS Submersible Effluent Pump PE lw " 4 w PUMP SPECIFICATIONS MOTOR FEATURES Pump isch - General; General: ■ Corrosion resistant • Darge: 1 NPT • Single phase construction. • Temperature: 104 °F (40 °C) • 60 Hertz ■ Cast iron body. maximum, continuous when • 115 and 230 volts s Thermoplastic impeller and fully submerged. • Built -in thermal overload pro- cover, • Solids handling:' /," tection with automatic reset. ■ Upper sleeve and lower maximum sphere, • Class B insulation. heavy duty ball bearing • Automatic models include a • oil -filled design, construction. APPLICATIONS float switch. • High strength carbon steel m Motor is permanently Specially designed for the ' Manual models available, shaft, lubricated for extended following uses: • Pumping range: see PE31 Motor service life. • Mound Systems performance chart or curve. • .33 HP, 3000 RPM ■ Powered for continuous • Effluent/Dosing Systems PE31 Pump: • 115 volts operation. • Low Pressure Pipe Systems • Maximum capacity: 53 GPM • Shaded pole design ■ All ratings are within the • Basement Draining • Maximum head: 25' TDH PE41 Motor working limits of the motor. • Heavy Duty Sump/ PE41 Pump: • .40 HP, 3400 RPM ■ Quick disconnect power Dewatering • Maximum capacity: 61 GPM • 115 and 230 volts cord, 20' standard length, • Maximum head: 29` TDH • PSC design heavy duty 16/3 SfTW with PE51 Pump: PE51 Motor: 115 or 230 volt grounding plug. • Maximum capacity: 70 GPM • .50 HP, 3400 RPM ■ Complete unit is heavy duty, • Maximum head: 37' TDH • 115 and 230 volts portable and compact. METERS FEET • PSC design ■ Mechanical seal is carbon, 40 r _ _ ceramic, BUNA and stainless PE51 i , i ' ' I I MODELS: PE31, PE41, PEST steel. ' i � , 35 I• 'I HR .33, .40, .s0 ■ Stainless steel fasteners. :J- �; 3 E i - 2 � I I 9 ' I AG P ENCY LISTINGS 3 4' i 1 FT r ❑ E 0 U � I � I. C U i 1 S 4 20 .r + _ Tesed to UL 778 and i C5A 22.2108 Standards E- 15 I w I ' � • I I BY ClIna an Standards ftodadon f7 , I Fiile dL1 Bug 10 ^^' Goulds Pum . pS is ISO 9001 RegiImc, ;i'. I;;'I 1111 i II i� I�; I I ., ,,I• �, a lI I I I I �jl I ;.I..I. lil I. li 0 0 10 20 30 40 50 60 70 GPM 8o 0 5 10 15 m Goulds Pumps ® 2004 ITT Water Technology, Inc. CAPACITY ivelune, �ooa <& ITT Industries 9YE3 T/4T