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HomeMy WebLinkAbout024-1033-30-000 Wis sin Department of Commerce County: p PRIVATE SEWAGE SYSTEM St. Croix Safety and Building Division ` INSPECTION REPORT Sanitary Permit No: 408213 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: Wells, Tim Pleasant Valley Township 024 - 1033 -30 -000 v: (, BM Elev: BM Description - Insp. act t TANK INFORMATION U ELEVAT D ATA TYPE MANUFACTURER CAPACITY $'I IX iON BS HI FS ELEV. Septic Benchmark f00 Dosing Alt. BM,� S+ Aeration Bldg. Sewer Wa Holding St/Ht Inlet I, q St/Ht Outlet TANK SETBACK INFORMATION TANK TO P/L WELL BLDG. Vent to Air Intake ROAD Dt Inlet Septic / � { i / � � � Dt Bottom / N �� t2 / _� (� (, p •�, Dosing -kJ t I bj Header /Man. 1,04A 1� `b 0 " t-f-J Aeration Dist. Pipe Q ,` Holding Bot. System / Final Grade PUMP /SIPHON INFORMATION Manufacturer Demand St Cover ` G Model Number TDH Lift Friction Loss System He DH t l.� 11.E Forcemain Length Dia. a Dist. to Well SOIL ABSORPTION SYSTEM BED /TRENCH Width ` Lengt � No. Of Trenches PIT DIMENSIONS No. Of Pits Inside Dia. Liquid Depth DIMENSIONS ( /�.',/ SETBACK SYSTEM TO P/L JBLDG IWELL LAKE /STREAM LEACHIN Manufacturer: INFORMATION Type Of Syste CHA uB OR Model Numb DISTRIBUTION SYSTEM Header /Manifold Distribution x Hole Size a x Hole Spacing Vent to Air Intake J I ) Pipes) -22L 1 Length Dia Lengt Dia Spacing SOIL C VER x Pressure Systems Only xx Mound Or At - Grade Systems Only Depth Over Depth Over xx Depth of xx Seeded /Sodded xx Mulched BedfTrench Center Bed/Trench Edges Topsoil - g p' Yes No Yes I', No COMMENTS: (Include code discropencies, persons present, etc.) Inspection #1: /j Inspection #2: / Location: 1665 18th Ave Hammond WI 54015 (SW 4 1/4 29 T28N 1 W) NA Lot Pa el No 29.2 17.211 04 # ),Alt BM Description - ' b 1 Slll ci ` 1 A v a mount of cover - 4 1 P Ct �oDyfi Idg sewer length = w u 11i /, 1 0 _ L = ' `+h `Q �'� 5 " 5 k w SS fkrn eta �1b .� �;(� � G Use other side for onal information. No . .� . SBD -6710 (R.3/97) Insepctor's S ature Cert. o. aftut Safety and Buildings Division County 1 *6 c � n 201 W. Washislgton Ave., P.O. Box 7162 - 5' 7 — G � x sin Madison, WI 53707 - 7162 Sin Address jti Dep artment of Commerce �-o 3 .s�o / & (, � l r Sanitary Permit Application Permit Soutary $213 in accord with Comm 83.21, Wis. Adm. Code, pengoml inftmtioa you provide [] Check if Revision may be used for Privacy Law, 05.040)(m 1. Application 1nformatioa - Please Print AIi Ian S Plan I.D. Number RECEIVED `� 75 -Y Property Owner's Name Parcel Number 2 , q , Z F. ('7 14 1 4 2002 p 2 V- /0 3 3- 30 -00'& � Pmpetgl Location Property Owner'sManlmg Address / ST. CROIX COUN /G y OFFICE li S 1 ' N R cit Stara Zip Code ae umber Lot Number B Number Subdiv acne GSM Number Ala ,� /off r SYef s n Tnn of Buiidin$ (check aII that apply) u� OCity Pt I or 2 Family Dwelling - Number of of r / ❑VWaga ❑ publWCommercial - Descr UseX owmlti / a � ❑ state Owned / �— >rro� �itlA , - 7d P EDor et) .0 ' Nearest s' mil/ �" .� =- /02 " uNi�� � -+eoss �a�5u�c. /su�Pc•. /C� �'l� /�0 � ST. III. Type of pft=it: (Check only one box on line A (ssumbering scheme for internal use). Complete line B 1f applicable) A. For Couaty use 1 'New 2 ❑ Replaoemeac system 3 ❑ Replacement of 6 ❑ Addition to stem Tank Only System B. C] Check if Sanitary Permit Previously Issued r rmit Number Date Issued IV. Type of Permit: (Check an that apply)(nuinbering acbems is for internal use) 44 ❑ NOR - Pressurised In- Ground 21 Mound 47 0 Sand Filter So ❑ Conmucted Weiland 22 ❑ pmssutixed In Ground 41 ❑ Holding Tank 48 ❑ Single Pass Sl ❑ Drip Line 45 ❑ At -Orada 46 ❑ Aerobic Treatment Unit 49 t7 Recirculating 30 ❑ Other V. Area Information, Design Flow (gpd) Dispersal Arm Dispersal Area SoU Application Percolation Rtte System Elevation Final Grade RKWred Proposed t*(G&ls./Day�q (MU, 2t) Elevation !� �/ 5 We VI. Tank Info CaQacity in Total Number Manufacturer Prefab site Steel Pl Plastic Gallons Gallons of Tanks Concrete Constructed Glass New 111111os Tsob Tanta Septic or tioidim Trek Dosi4 Cmmber `tA, ill Statensena- 1, the underdgned, assusae rup"onwibmh' for on of the POWTS shown an the att &ed . Plumber's Nun (Print) Plumber's Sipature RS Number Business Phone Number r a ;[lie 1M. i a aY 7g 6ylwy /�� Plumber's Address (Street, City, State, Zip Code) MIX !De artment Use Onl Approved C3 Disapproved�ry Permit Fee {includes Groundwater Date leaned Issuing Agent Signature 1140 Stamps) Surcharge ) �y ❑ owner Given Initial Adverse 3 aD Determination OZ IX. Condidons of Approval/Reasona for Disapproval AU Oa9 - coo pe.` af,Q,icJA -- 1 core (to the County wkly) for the #73600 oe paper net ten than 8103 2 11 lacha in she SBD -6398 (R. 05101) Scale + 1 "= c� O Page of 7 8 mu p,1S ►n i' � TO 1(� S `Ili Sr. A! TO o'er s, it d-N 3 BD`s wa Kock (A I-S 1* o Q cam' o F - V' Pv c Q_ h- BwI�F -2 (u Qom. 99 7b f f V '!- A � .J 95 04 � NOTES 1. Elevations shown are existing ground elevations unless otherwise 2. Install 4" observation erwise noted. t pipes with approved caps. ( Z required). 3. Septic tank to be _ ISO gallon capacity manufactured by _ 4. Bench mark S SL — F LTe-R �. Divert surface water around system ystem to prevent ponding at the uphill side. Safety and Buildings 4003 N KINNEY COULEE RD LACROSSE WI 54601 -1831 TDD #: (608) 264 -8777 iseonsin www www commerc .wis c ons .wisonsin.gov Department of Commerce Scott McCallum, Governor Philip Edw. Albert, Secretary May 21, 2002 CUST ID No.267341 ATTN: POWTS Inspector ARTHUR L WEGERER ZONING OFFICE WEGERER SOIL TESTING & DESIGN SERVICE ST CROIX COUNTY SPIA PO BOX 74 l l0l CAR %4ICl4AEL RD RIVER FALLS WI 54022 HUDSON WI 54016 CONDITIONAL APPROVAL Identification Numbers PLAN APPROVAL EXPIRES: 05/2112004 Transaction ID No. 752421 SITE: Site ID No. 644957 Tim Wells Please refer to both identification numbers, 18TH Ave L above, in all corres ondence e a c . Town of Pleasant Valley, REGE St Croix County SWI /4, NE 1/4, S29, T28N, R17W FOR: �vN Descri Bed Object Type: POWT System Regulated Object ID No.: 852515 S1 o NG OOF t✓E Z The submittal described above has been reviewed for conformance with applicable Wiscon n Administrative Codes and Wisconsin Statutes. The submittal has been CONDITIONALLY APPROVED. The owner, as defined in chapter 101.01(10), Wisconsin Statutes, is responsible for compliance with all code requirements. The following conditions shall be met during construction or installation and prior to occupancy or use: General Approval Requirements: • This system is to be constructed and located in accordance with the enclosed approved plans and with the "Mound Component Manual for Septic Tank Effluent for Private Onsite Wastewater Systems" SBD- 10572 -P (8.6/99) and the "Pressure Distribution Component Manual for Private Onsite Wastewater Treatment Systems" SBD - 10573 -P (8.6/99). • Per manual cited above, limited activities are allowed in the area 15 feet down slope of the component area. Soil compaction, excavation, vehicular traffic and other similar activities that impact the treatment and dispersal are prohibited. • The well must be a minimum of 25 feet from any POWTS tank, and a minimum of 50 feet from the absorption area. chs. NR 811 & 812c r • A Sanitary Permit must be obtained from the county where this project is located in accordance with the R oyt D - y requirements of Sec. 145.135 and 145.19, Wis. Stats. Inspection of the private sewage s) stem installation is required. Arrangements for inspection shall be made with the R OFCIDNA? desi,nated county official in accordance with the provisions of Sec. 145.20(2)(d), Wis. Stat ItDfNG Comm 83.22(7) A copy of the approved plans, specifications and this letter shall be on -site during construction `SPpN and open to inspection by authorized representatives of the Department, which may include local inspectors. ARTHUR L %VEGERER Page 2 5/21/02 Owner Responsiblities: • Comm 83.52 Responsibilities. The owner of a POWTS shall be responsible for ensuring that the operation and maintenance of the POWTS occurs in accordance with this chapter and the approved management plan under s. Comm 83.54(1). • Comm 83.52(2) A POWTS that is not maintained in accordance with the approved management plan or as required under s. Comm 83.54(4) shall be considered a human health hazard. • Comm 83.55 The owner is responsible for submitting a maintenance verification report acceptable to the county for maintenance tracking purposes. Reports shall be submitted at intervals appropriate for the component(s) utilized in the POWTS. All permits required by the state or the local municipality shall be obtained prior to commencement of construction /instal lation/operation. 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. Sincerely, Fee Required $ 175.00 7 Fee Received $ 175.00 Balance Due $ 0.00 J Charles L Bratz POWTS Reviewer II , Integrated Services WiSMART code: 7633 (608)789 -7893 . 7:45 am - 4:30 pm Monday - Friday cbrawiDcom merce. state. wi. us cc: Leroy G Jansky , Wastewater Specialist, (715) 726 -2544 Y t TITLE SHEET Page of 7 MOUND SYSTEM FOR A 3 BEDROOM RESIDENCE This plan has been prepared in accordance with the Mound Component Manual SBD -1057 P and the Pressure Distribution Manual SBD- 10573 -P C tz _ b / aq� C 'Ez. 614 4 LOCATED IN THE SW 1/4 OF THE 1/4 OF SECTION Z , T Z S N, R )7 W, TOWN OF CT,e,�2,y �X COUNTY, WISCONSIN. INDEX PAGE 1 of 7 TITLE SHEET PAGE 2 Of 7 SYSTEM MANAGEMENT PLAN .PAGE 3 of 7 PLOT PLAN PAGE 4 of 7 PLAN VIEW -CROSS SECTION PAGE 5 of 7 DISTRIBUTION PIPE LAYOUT PAGE 6 of 7 PUMPING CHAMBER CROSS SECTION PAGE 7 of 7 PUMP PERFORMANCE CURVE PREPARED FOR RECEIVED MAY 2, 0 2002 - 1.6 4 - S��E & BLDGS DI V 1 r wlo►v� , w 1 s qo Is PREPARED BY WEGEFcER Sv I L . TEST 1 NG AND. DES = Gfi! SE=RV 2 CE P.O. Box 74 421 N.Main St. River Falls, WI 54022 Phone 715 -425 -0165 �'����, �►q, Fax 715- 425 -6864 ®� ' A . ••. WEuEtiI'A Coy aeu ELLSWORTH. app W l rIYRTMG �� J � •,.r.JA' iV' SEE CORRE JOB NO.. Mound System Management Plan Page Z of - 7 Pursuant to Comm 83.54, Wis. Adm. Code Septic Tank The septic tank shall be maintained by an individual certified to service septic tanks under s. 281.48, Slats. The contents of the septic tank shall be disposed of in accordance with NR 113, Wis. Adm. Code. Theo operating condition of the septic tank and outlet filter shall be assessed at least once every 3 years by inspection. Th outlet filte s hall be cleaned as necessary to ensure proper operation The filter cartridge should not be removed unless provisions are made to retain solids in the tank that may slough off the filter when removed from its enclosure. If the filter is equipped with an alarm, the filter shall be serviced if the alarm is activated continuously. Intermittent filter alarms may indicate surge flows or an impending continuous alarm. The septic tank shall have its contents removed when the volume of sludge and scum in the tank exceeds 1/3 the liquid volume of the tank If the contents of the tank are not removed at the time of a triennial assessment, maintenance personnel shall advise the owner of when the next service needs to be performed to maintain less than maximum scum and sludge accumulation in the tank. The addition of biological or chemical additives to enhance septic tank performance is generally not required. However, if such products are used they shall be approved for septic tank use by the Department of Commerce, Safety and Buildings Division. PaMp Tank The pump (dosing) tank shall be inspected at least once every 3 years. All switches, alarms, and pumps shall be tested to verify proper operation. If an effluent filter is installed within the tank it shall be inspected and serviced as necessary. Mound and Pressure Distribution System No trees or shrubs should be planted on the mound. Plantings may be made around the mound's perimeter, and the mound shall be seeded and mulched as necessary to prevent erosion and to provide some protection from frost penetration. Traffic (other than for vegetative maintenance) on the mound is not recommended since soil compaction may hinder aeration of the infiltrative surface within the mound and snow compaction in the winter will promote frost penetration. Cold weather installations (October- February) dictate that the mound be heavily mulched for frost protection. Influent quality into the mound system may not exceed 220 mg /L BOD5, 150 mg/L TSS, and 30 mg /L FOG. Influent flow may not exceed maximum design flow specified in the permit for this installation. The pressure distribution system is provided with a flushing point at the end of each lateral, and it is recommended that each lateral be flushed of accumulated solids at least once every 18 months. When a pressure test is performed it should be compared to the initial test when the system was installed to determine if orifice clogging has occurred and if orifice cleaning is required to maintain equal distribution within the dispersal cell. Observation pipes within the dispersal cell shall be checked for effluent ponding. Ponding levels shall be reported to the owner, and any levels above 4 inches considered as an impending hydraulic failure requiring additional, more frequent monitoring. General This system shall be operated in accordance with Comm 82 -84 Wis. Adm. Code, and shall maintained in accordance with its' component manual [SBD- 10572 -P (R. 6/99)] arid local or state rules pertaining to system maintenance and maintenance reporting. No one should ever enter a septic or pump tank since dangerous gases may be present that could cause death. Septic and pump tank abandonment shall be in accordance with Comm 83.33, Wis. Adm. Code when the tanks are no longer used as POWTS components. Septic or pump tank manhole risers, access risers and covers should be inspected for water tightness and soundness. Access openings used for service and assessment shall be sealed watertight upon the completion of service. Any opening deemed unsound, defective, or subject to failure must be replaced. Exposed access openings greater than 8- inches in diameter shall be secured by an effective locking device to prevent accidental or unauthorized entry into a tank or component. Continoencv Plan If the septic tank or any of its components become defective the tank or component shall be repaired or replaced to keep the system in proper operating condition. If the dosing tank, pump, pump controls, alarm or related wiring becomes defective the defective component shall be immediately repaired or replaced with a component of the same or equal performance. If the mound component fails to accept wastewater or begins to discharge wastewater to the ground surface, it will be repaired or replaced in its' resent location . P on by increasing basal area if toe leakage occurs or by removing biologically clogged adsorption and dispersal m 9 9 Y 99 rP p media, and related piping, a p p g, nd replacing said components as deemed necessary to brio th o operating conditi rY g e system into proper P g on. Questions about the operation or maintenance of this system should be directed to: The County Zoning Office at 0 1K The system installer at S CHUM A0_1+ The tank manufacturer at god - ,$� W1�12 The effluent filter manufacturer at $DO — 7 2Z/ S� ZP � The pump manufacturer at _ ff 4 $ �UI.DS PLOT PLAN Scale 1 - Page of 1 [� S Ylv� ST'• 3 BD \Z^1 k'1 E y 2.S'* Q � t q cb5'oF2'PVC � -n- (u ZS q I ti t � i tl I i3.3t � Flo It I II 2 � � I � tl 95 Lit... 4Q, :1tilP_ Dt-g._P_v_C___P1P_ , Qi^-i ftZ - _�_rL . q8: 101 - - r NOTES: 1. Elevations shown are existing ground elevations unless otherwise noted. 2. Install 4" observation pipes with approved caps. ( Z required). 3. Septic tank to be % 6S0 gallon capacity manufactured by C- )�J mzl� 1 4. Bench mark S SLR Pt E 5. Divert surface water around, system to prevent ponding at the uphill side. Pace H OT 7 Approved Synthetic Covering ASTH C33 Distribution Pipe Medium. Sand q Topsail W G Eiev. 01.0 3 E . e 8 % Slope Distribution Cell of Force Main Plowed Z" to 2- " Aggregate From Pump Layer • ✓D � -O Ft. E Ft. CROSS SECTION OF A MOUND SYSTEM F O,b Ft. G 0.5 Ft. Ft. i; 1.O Ft. Linear Loading Rate= b - O GPD/LN F B S Ft. Design Loading Rate= 0;31.GPD S FT � Q I 1 3 Ft. J Ft. K 1 Q:) Ft. f S -eF- L o Ft. ,} - Observation Pipe i3 —�-- K a--�- --------- - - - - -- --------- - - - - -- - - - - - -- p ax A - L t W - -- -- - - - - -- ----------------- - - - - -� Force Main Per Distribution � °�pp3)7 Cell of z to 2 t, Pipe aggregate Observation Pipe (Anchbr securely) PLAN VIEW OF A MOUND SYSTEM Distribution Pipe Layout pane S of 7 Place the holes at the bottom of the distribution pipes at'equal spacing, pemove all burrs from the pipe and holes. Extend the end of each Iate -ai up wish the usse of Iong turn or 45' fire ng to a point witbiz sL, inches of the f nal grade. Te.- minate the ends of the Iaterals with a valve,: threaded car or • threaded plug. Provide access from final grade for the valve' threaded cap or threaded s. plu L C\ FVC PVC _MF Latera l Manifold Lateral x x x x/2 x/2 x x x x Lateral Length — Lateral Length — P Oisiricutian Line � hf-J1F -�� C - -40 P 3 Ft. Hole Diameter 1 lf� Inch S 3 Ft Lateral 1 Inches) X_ Inches Manifold Z- Inches Force Main " Z Inches l of holes /pipe 19 Invert Elevation of. Late alsq�l•SFt. lcL - Combination Septa c; Tank and PUMP CHAMBER CROSS SECTIOM AMD SPECIFICATIONS ' PAGE OF VELDT CAP � . WEATHER PROOf JUUC 8OX . '1 C.I. VEIJT - PIPE APPROVED LOCKING 10 1 MA E C rNt FROM 000 NHOL OVER 'M 1 wA(itJ11JG L.P. �gp�ON �'►PE :iIN00W OR FRESH 6EL. ALP INTAKE coi.�putT r-1 10 4 MIN. • w /t1ttZT �P � r , G - 1 i �^CD . 19 Mlu. WAIN. UJLET i" PROVIDE I — AIRT16HT SEAL I I \Vl B+ZP'rl� Approved Zi'�8�t u� Approved joint w/ A - J�OD I IC ALARM PVC w/ PVC pip b - II pipe I I I oN C. I I gZ.00 I PUMP � OFF D - 61 t C OLIC BETE BLOCK 5 - 3 RISER EXIT PERmiTrED 0QLy IF TAWK MANUFACTURI`R HAS SUCH APPROVAL BEDD I Nr, SEPTIC F SPECIFICATIOMS DOSE TALJ2c 1 MAW UFACTUiZ ER: wVi CQKJC IJUMBER OF DOSES: S, PER DA.. TAMK SIZE ; — I W O J 6SO - GALLOAJS DOSE VOLUME I ALARM MAIJUFACTUFRCR: SAS. E-Z—)-�0 INCLUDING BACK ►LOW: GALLOWS MODEL IDUMBCR: , 0 !- 4UkJ CAPACITIES: A _ 1 SWITCH TYPE: � I N CHCS OR 3 3 � GALLOJ�s 8 = Z INCHES'OR T (,(�Llpug PUMP MANUFACTURER: GOUL_pS C = � ItJCHES OR GA LLO IJS MODEL }DUMBER: _Ow D= l �- INCHES OR GALLONS SWITCH TYPE: �L � IJOTE: PUriP AUO ALA RA AR - k3q MINIMUM DISCHARGE RA E GPM INSTALLED OM SEPARATE CIRCUITS VERTICAL DIFFERENCE BETWEEIJ PUMP 0 F AUO._OISTRIBUTION PIPE.. FEET + MINIMUM NETWORK SUPPLY PRESSURE SO .. .... � FEE T C S-O + aS FEET OF FORCE MAIN X Z -Oq F Zo F,FRICTIOLI FACTOR FEET TOTAL Oti JAMIC HEAD = _ S _FEET As per manufacturer 1 " p cturer gal /in. Liquid depth 38 `. r ' Goulds Submersible Effluent Pump 3871 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. • Effluent systems dry without damage to heat transfer. ■ Motor Cover. Thermoplas- • Homes components. tic cover with integral handle Available for automatic and • Farms Motor: manual operation. Automatic and float switch attachment • Heavy duty sump • 115 Single phase: 0.4 50 HP, models include Mechanical Points. • Water transfer 115 or 230 V, 60 Hz, 1550 Float Switch assembled and ■ Power Cable: Severe duty • Dewatering RPM, built in overload with preset at the factory. rated oil and water resistant. automatic reset. ■ Bearings: Upper and lower SPECIFICATIONS • EP05 Single phase: 0.5 HP, FEATURES heavy duty ball bearing 115 V, 60 Hz, 1550 RPM, construction. Pump: EPO4 built in overload with ■ EPO4 Impeller: Thermo- • Solids handling capability: automatic reset. plastic Semi -open design AGENCY LISTING 3 /4" maximum. • Power cord: 10 foot with pump out vanes for -� • Capacities: up to 55 GPM. standard length, 16/3 SJTO mechanical seal protection. • Total heads: up to 24 feet. with three prong grounding SA Canadian Standards Association _ • Discharge size: 1 NPT. plug. Optional 20 foot ■ EP05 Impeller: Thermo- (CSA listed model numbers • Mechanical seal: carbon- length, 16/3 SJTW with plastic enclosed design for end in "F' or "AC ".) rotary/ceramic- stationary, three prong grounding plug improved performance. BUNA -N elastomers. (standard on EP05). ■ Casing and Base: Rugged • Temperature: thermoplastic design provides 104 °F (40 °C) continuous superior strength and 140 °F (60 °C) intermittent. corrosion resistance. • Fasteners: 300 series METERS FEET stainless steel. 10 ! j • Capable of running ! �:� F. ' r dry without damage to 9- 30 . components. Pump: EP05 8 • Solids handling capability: 0 25 - t — 3 /4 maximum. a 7 • Capacities: up to 60 GPM. i 6 • Total heads: up to 31 feet. 20 • Discharge size: 1 NPT. a - -- • Mechanical seal: carbon- c 5 rotary/ceramic - stationary, i ! BUNA -N elastomers. 4 EPOS'— • Temperature: ° 3 104 °F (40 °C) continuous 140 °F (60 °C) intermittent. 2 i I I S ; 1 ; 0 00 10 20 30 40 50 GPM L L L 0 2 4 6 8 10 12 ml/h CAPACITY ®1995 Goulds Pumps, Inc. Effective May, 1995 B3871 Wsconsin Department of commerce SOIL EVALUATION REPORT Page t of r� Division of Ssiary and 8uitd)ngs in accordance with Comm 85, Wis. Adm. Code coia,ri S4 (" . Attach ", plete site plan on paper not less than E 1/2 x 11 inches In size. Plan must include, but not limited to: vertical and txmzgntal reference pomt (SM), direction and Parcel L ). percent s w, scale ordimansiorts, nocth arrow. and )aratlon and distance to newest road Please pr it all information. Review* : by Date Perxne!' rlirrsabaRTen� a uaad for sewodary pvc'oses ,' =Y Law. s 15.04 (1) (m)) f Property xner Prop" Location I wy P_ �` Govt Lot -S 114 E 'l/4 SZ T Z j' N. R l�Z E (or) jo Property s MaikMg Add ress Lot # B!ock # Subd, N no or CSN49 t City State ZIp Goole Phone Nurnt+er n City [] vsnage E '. Town Nearest Road (`r ' i 1ft Q1 L 1 ( 1 L) Ro- 1 1J. ® New Construction UseQ Residential 1 Wnber of bedrooms «J ' Code dedvad design no v rate D G? d _ GPD F1 Reptace'l At 0 Public ar cr« nraercial - Describe: Pwwa material _ T !l t Flood Plain elevator d apgNc it �Crl -- IL General comments S, j5j-erl , f', 0 0 and recommendations- soft; . © Borin ® pit CvvuM surface elev. , 0 taenrt to limiting fac or in. r-- SCii Applicaton'Rate Hod:.cn Depth D=inant Color Redox DeSCnption Texta v Strueure Consarlan a Boundary Boats GPDM in. Munse0 Qu. Sz. Cont. Color Gr, $z. Sh. 'Ef #1 IBM tc1 IFS v ? W i I 7 L {Yt "fL: i'-- "1.=�• 14/3 G�i %ry'r5b l��4 v Z 60rin41 ! goring r r\ Yied Pit Ground surface elev. �a ft Depth to limiting factor ` in_ Sol Appl m'kn Rate Ho&-Cm Depth Dominant Color Red-ox D"cr!vtion Texture , Sir= Gtr>° Consi; ten re Boundary Roots GPDW in. Munsell Cu. Sz- Cont Cokir Gr. b7. Sh. 'Ef l 'Eff#2 IL i 1 m Yak r - �r < j , t{ : (o r Effluent 0l = BCD, > 30 <, 2 am.,l1. and TSS >30 < 15 mg/L r Eff)ue❑t #2 = E OD, { 30 mg/L and TSS < 30.14L CST Name (Please Print) Slgnaturn . T Number Address Dete Evaluanon Cor yuCed Telephone Nur * er r Id Wl:7t' :6P ZOOZ SO '!"fit 1 'ON Ad t 4�� FROM -: FAX NO. Jun. 28 2002 02:33PM P1 Wisconsin Mpartrnent of Commerce SOIL EVALUATION REPORT Page j of Division of Sarery and Buildings in accordance with Comm 85, Wis. Aden. Code County Attach complete site plan on paper not less than 8 12 z 11 inches in size. Plan must r sly iilcpjde, but not limited to_ vertical and horizontal reference point (9M), direction and pe I.D. percent slope, scale or dimensions, north arrow, and location and distance to nearest road. Please print all information. R sewed by Date Pemnml information you provide may be Used for secondary Purpoyes (Privacy Uw, s. 15.04 (1) (m)). Property Owne Property Location 11Y we- M -s GovL Lot •S 1%4 NE114 SZ f T Z f N R / 7 E (or) jq Property Owners Mailing Address t_ot # I Block # Subd. Name or CSM# I l� L, 1 `Ci Av ity Zip Code Phone Number O City [] Vpiaga IN Tawn Nearest Road i�r I Ul � c "115) �`?ln= � � /•c� p • / �� �' �t . [� New Const ucWn Use. ® Residential I Number or bedrooms .� "'.'y . Code derived design flow rate lG O 0 •GPD Replacement Public or commercial - Describe_ Parent material r r . ( _ Flood Plain elevation if appl"rcable ft. General comments SySiem P.. /G l/ • MOO and recommendations: . . Boring # ❑ Boring ❑ ® Pit Ground surface elev. It. Depth to GrtliGng factor in- Sad APprrcabon Rib Horizon Depth Dominant Color Redox Description Texture Structure Consistence .Boundary Roots. GP0jw in. Munsell CU. Sz. Cony_ Color Gr. Sz. Sh. - EM - Etfii2 V r 3' 4 -- S( Z c. 5 i V7P _ 5 3 2- - tb t^31c. t' I p - 1 . `-f 3 Q 2] F Boring 9k r❑ry,1 Boring . Iii Pit Ground surbaee elev. , l� ft Depth to limiting factor, in. Soil Application Rate Hoftort Doom Dominant Color Redox Description Texture Strocwre Consistence Boundary Roots GPDMr in. Munseil Cu. Sz. Conk Color Gr. Sz. Sh. 'EM 'EIN2 �S F -Muent fit = BOD > 30 c 220 mgfL and TSS >30 < ISO mg/L ' Effluent #2 = BOD j 30 mg/L and TSS < 30 mglL CST Name (Please Print) t�PY §(gnaturi � U YY1 J O Address Date Evaluation Conducted Telephone Number FROM : FAX NO. Jun. 28 2002 02:34PM P3 Property Owner b-)e I I`� Parcel ID # Page : of _ F 73� Boring # ❑ Boring r ® Pit Ground surface elev. • G Q ft_ Depth to limiting factor Z -s ir1_ "' � Soil Appdaatlon Rate Horizon Depth Dominant Color Redox Descriptlon Texture Structure Consistence Boundary Roots GPDfiF in. MurwAm Qu_ Sz. Conl Color Or_ Sz. Sh. "Elf#1 'EEf= C lD Z.5 f S 2 r k r c 3 F-I Boring # ❑ Pit Ground surface elev. ft. Depth to lmtiting factor� in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistmee Boundary Roots GPO ' in_ Munsell Qu. Sz. Cont. Cofer Or. Sz. Sh- 'tiffs -FJ FT Boring # l._i Boring ❑ ,Pit Ground surface elev. fL Depth to limiting factor in. Soil Application Rate Horizon Depth Dominant Color Redo: Description Texture Structure CorMistence Boundary Roots GPDMF in_ Munsell Qu_ Sz, Cone Color Gr. SL Sh. - Eff# 1 *E " Effluent #1 = SOD, > 30 < 220 mglL and TSS >30 < 150 rnWL • Effluent #Z :x BOD a 30 Mg/L and TSS < 30 mgll- The Department of Commerce is = equal oppomnity scrvice provider and employer. If you need assistance to access cervices or need material in as alternate #brmat, please contact the department at 609-266-3151 or TTY 608- 264 -8777. saa- s33orRmou) _ ... i FROM : FAX N0. Jun. 28 2002 02:34PM P2 I i PAcTT, NAM T 0T# I F(,AI DFSCAIPTIONSw XME Y4 ,S zT T zf ' N,R. E(or)W SCALE: I"= � --- ...---- .._.._...�_.._..�.... yy ..... ..... . BM I ELEVATTc: N leo . <� BM 1 DESCRIPTION Ike of ] 7Ae- 1,W B 2 ELEVATION 1 7 . D , 1 DM 2 DE,SCRIP'!'iC►N ;� �' � �,i ��pT z SYSTEM ELEVATION Y900 SYSTEM 'TYPE 1welved S CONTOUR ELEVATION a ��S � j /( S n+ae br E Rs �- ®��Pl � , rti2 � o q s . o 60 � 1 F f% 1r SIGNATURE - DATE • ST CROIX COUNTY SEPTIC TANK MAR4TENANCE AGREEMENT AND OWNERSHIP CERTIFICATION FORM 7 � w wner/Bu�er ° l .S tailing dress ro ( c p aty ddress (verification required from Planning D for new construcdaa) 3 3 -- o - 0 � 0v Parcel Identification Number 1-7 3ty/Stat '�Gj . a-rY , E,�L ; EgCRIP J 1 1? B N -R W1 'fawn of sd x. � Y 1, �/ '/,, Sec. _^_- T2 ---^ � ? , �o catioa S __ yQ Lot it iubdivis on volume page # Certiglej Survey Map # Deed # Volume � 3? ------ , page # Waarrau D Lot lines identifiable pk yes 0 no Spec ho 0 yes 0 no •H. Premature failure to Handle wastes. Proper maintenance roper use and maintenance of your septic system could result in its p r What you put into the system tic tank every three years or sooner, if needed by a licensed Pumper. consists pumping out the sep sal tern. can the function of the septic tank as a treatment stage in the waste disposal signed by the owner and by a Department a certi""atioa form, terdisposat system e property owner agrees to submit to St. Croix Zoning p that (1) � ou -site vvastcwa masher pI , j ourn ey ditio n p ly ' mstdctedplumber or a limnsedpu>�r the septic tank is less than 113 full of sludge. Operating conn and/or (2) after inspection and pumping (• is its. Pro cd have read the above, requirements and agree to maintain the private sewage disposal system with the standards ywe, the undersign ent o €Natural Resources, State of i Offer with cation got forth, herein, as set by the Departme of ta ned mus and the p tt�d returned to the St. Croix County s t a ting t your septic system has been m ainta i n ed must be comp days of c three year expiration date. DATE -AW �dd� SIGNA . LRtI a OF APPLICANT' O a g c g TnjCAT'ION MY our knowledge. I (we am (are) the owner(s) of I (we) certify that all statements on this d�Cp°d in Register of Deeds Office. the grocrty described above, by virtue of a warranty 1 f 02, DATE SIa RB OF APPLIC� « + « * «« ermit being revoked by the Zoning Department « « « «« Any information that is mis- represented may result in the sanitary p d warranty deed from the Register of Deeds office ++ Inc ude with this aPPlieat[uu: a stampe+ if reference is rondo in the warranty deed a copy of the certified survey map . i i 58U919 State Bar of Wis'•omin Forrr- 3 -- 1982 QUIT CLAIM DEED DOCUMENT NO. VOL QACE.J' -/� T. CRC, CO- `NI r i3O6 +. (.r J aco rJ� 1 .� Timothy R. Wells and Wanda S. Wells, his. JUN 12 1994 wife - - 9:30 A b quit - claims to Timothy.R..Wells and Wanda S, Wells, ih- 1.. -.�� L�I�I�L. �• husband._. and wife, holding as _survivorship_ Ra I,ter of o..rIS marital-property- i ,o i X _.__ ____._. _ THIS SPACE RESERVED FOR REC ORCING D>TA the folloKing described real estate in _ St • Cr COU ❑ lY, r State of Wisconsin: NAME Th amasA :; McCormac JI ,+�a LAW GFFICE 740 Main Street Baldwin, NI 54002 024- 1433- 30, -10 - -- ' J1) tParcel Identification Number) Northeast Quar -er of the No Least Quarter (NE% of NE4), and the Southwest Quarter of the Northeast Quarter (SW4 of NE4), of Section x Twenty Nine (29), To wnship Twenty -Eight North(T28N), Range Seventeen f . l West(R17W). thmrr this _ is _. - homestead property Lis) IXX310X Dated this In - - day of s (SEAL) iSEALI U •Timothy R R.__Wells_ - �IGZ'lfU (SEAL) • Wanda S. Wells ACKNOWLEDGMENT Y AUTHENTICATION STATE OF WISCONSIN :3J Signature(s) - -- - - - - - -- - - -- - - - -- ss. 6 1 ��_ �� County. f - authenticated this _.._- day of ____ ____._ _ -_— - -- • 19 Perso Ily came before me this - _.___- day of •� Vt. 19 98 the above named ' - - - -- _... -- ---- - - - - -- - -- T_itnoth - P.__Wel_ls_ and Wanda_ S. -- " Wells ' TITLE: MEMBER STATE BAR OF WISCONSIN — - (If not. ' �• ! authorized by §706.06, Is. Scats.) to me known to be the person g __ __ who cxecu(etf1he N r. h fore 1 ginstru and ac /` �` v%l edge the same. THIS INSTRUMENT WAS DRAFTED BY Thomas A._ McCormack - - - -__ _- �� —' •� Baldwin, WI 54002 -.- -- Notary Public - YQf _. County! �Vis. (Si[ .iatures may he auulent or acknowledged. Both are not My commission is permanent. fate expitat�2rt� date: necessary.) [X/ 7 j��[ _ 1 •) �„ �)f. 4 'Nome. of lerwn, .Ignmg in an. apaiity .huulJ b+e typed or printed below their lignMum1. -;: Q[ IT r'L:UN DEED FORM R %R OF NISCONSIN 'Wisconsin Legal Blank Co . Inc L w'B FORM No. ) — 1982 Milwaukee. WIS _. I \ :' 0/999 Cbad Carroty 1r6ic+. lnc. SC Cloud, MN 56301 PLEASANT VALLEY + RUSH RIVER Sae F AUC 34 :tevm k Renee J 64.1• Tara 3 r q Jesse & ene Charl • Charles ViWge a CN Hevib»dt Kenton eMk • Steven • Alln+ Brian• &�j 137.6 Merritt • 25.7 JSK Allen • • Wahl ist of Ob Be)Wille 1w . N ha & Ma wilco. 9g,9 T Family Hansen a.mwin av 78.7 Hanson Theodore • &Renee Y 8er' ry 38.9 • 80 • Trust e� Au 63 Heinbuch eul Wilcox Jeffrey Trustee seta] 59.9 r,�k� Gregory • Gregory John & Jerome 119.4 139.4 Ronald k Ray Lueck 143.7 m.4 66.1 752 75,3 Thompso n Loock Lorraine 80 Holman Deb 8 Merritt Trust 35.1 39.4 k a bw 73b 94 79.3 • A &M F Ma a r az.6 o m .S F ;, T^®' Waller 129.2 Sun Ridge j 34.9 110 • Thompson Janet Elmer Loren Jr • 3z � `"'� 94 Farms Inc 4 • • g Farms DeYou 1+. ng &Marian T Adelaide ' amoine k Myrtle 78.2 m by A,s ) J ohnson &Marilyn Nippdet on P�bod 71.5 .. m.7 r, • Hendrickson 126 FJdon 59BM 64.8 Smeester 55 ^F 792 Z p 70 30 o u • 112.5 75 Nelson • rM • • Z • tar aupl� GB5 • 28.3 40 62.7 I d v� 1tnMa 156.6 21 Schulte 149.3 s�:n Loren Jr& 115 FBh.p � � • • kCyn s JSKFamily S • Bros A &MT MarilynSmeester t0v HMenm�k '10 Sysm5e2s Trust Herman RObert • Christian Rt._7� r u ^ W Ronald Jeffrey ha'�l n O "� Randy ^ Sandra I John & & Delores & M 78 Hanson vrirae a w&Bonnie SC indy & Comue kEd� k DaVld $ee 9J 1 W RkT • F •• ymeB oette ROq Heinbuch Tr o . Mce 40 362 � 80 755 ZWa 986 0"a" 97.9 625 Alan & Jeanne Daryl & Lurene Fairmont - glen &Dawn �Y 40 Jeffrey � wto% 78.7 Wm & wy j .RD 13A aRola Owens Bomaz Bahnsen Farms Inc Mohn Johnson 224.4 Symes & lane dB 43,7 8D 80 { 74.9 R 261 Inc Ci Glen eta] 120 _ • 80 uane �'?'wa'4 3�i� &�iay m pg Mark & 135.4 y 40 p 34.4 158.6 Mohn 155 7 S sae. A Carolyn Tubman • • 120 • 35 • •11 N • Fredric N • I &7 r B A mold • • • , Q = 5 Duane • t ter ►. Gerald Afdahl 79 • Wm & _ o•asae 726 to ` & Family Q, Gerald i Richard Da[lene 8• & Delores Milton $ >i $ r S Newton w ia .�. ,A • Sharon Trust &Sharon zo Hauser 8q Beverly Vrieze 160 Hamman. 14 Y 40 E Afdahl 1525 Shawn ald & Stoppel E = Jacobson Tr quist + Afdahl Sharon 80 • • 80 4 F 120 200 Mn Family > Its 1 77 80 eW 20 < Findlay Trust I Afdahl 160 80 4 7 eo 60 • .aehnksMwra• Glen Fairmont � Jon De 162.8 40 Bomaz Orville sikk w Victor We Farms Inc 40 &Mary & L a`d Ltoyd &Eleanor Fay Leslie W & & Must Aaby mire• Web:r & Karen IoM Inc Owens Stain 60.7 115 40 Richard Larson 80 Aidahl & ra & Mary 79.2 )Neumann 2 ,� � `"+"" wen C asey a j e - 120 Far lnc Walton 158.7 7° t xH 80Y Mon t • 139 �' 40 m r 64.1 10 • a 10 60 • laco6jgson 40 607 35 r W s Ikv is Richard m & Ts=hullwH erman Law- 60 t6 B N snow Walton 39 tine 119.9 Schulte 40 Glenn or]- T &e Gladys Fairmont anal Joanne In &Dorothy 243.1 & einbuch Chia Bros 80 Pederson Fauns Inc 40 p t5 AEC Tr Jo hnson Jam & 155 C)yde 74.8 145 +} y 40 " Anderson Spear 120 g0 ihala & (}. e4O p / Excavating Clarence Lawrence acobson Joel S Richard lc ""' Whis riii 85 k Helea p 120 3 & Cynth a J Talb & Pamela s &k cA silo Inc g Ja cobso n A Dwayn Nelson Johnson 118 81 Cind Doris w 81.6 & Eugene Ben 80 Schultz & Ka 40 Daniel Orin V Beek an John & Dome W1 DNR Kim & Raelle Bruce &Luella p J gg 17v raker 200 • 117 40 Jorae 80 Ramberg 120 160 40 40 60 73.7 u 80 J_ 1 Ru &� Howard Lee & Betty h Do , a• Ra h & Thom as • Passe • 1 e etal 90 la ob n 40 40 Ma ' Jacobson mr� 40 Gov' wemimont 40 • 118 • z' 78.8 20 �• 40 • 40 •• • Ba 79.7• M.7 40 79 _$ •' 40 P = Eric • 40 • nsa lam • Ey� atrick )o s4 wh' g 40 •Ch arles en z Mon 3 Maxate &Michelle 80 &Tw��ih & RaeBe 80 • 79.3 Robert Charles M ken a rr " ^ a :' z7 Lange 40 A . Sifz e 8 s locae Master Smi 38 •Chad $wenson Craig 80 8 eta] 35 u s s • lames & & Diane 60.5 • 136 110.7 W Michael 20 Berg 55 Eugene Enc en 66 Syde 1 &L Tekse Ea Clarence 163 Allen Clerk 37s L lee 118.9 79.2 �,,,,, & DoroMy Sebron 41 Kral & 1 wem +mot r 49 Swenson Gordon • r - Ke ' h Thomas &Ann • 39.4 • dy & NaawM k F kky & & Jam es o & Rory J a�t h & Mary 80 & a 119.7 Rushfeldt Robert & Sharon T E_kso W p Mari n Stallings 12 27 B "roh a Colva n Sander M"n <ke Koenig Y Austrum &JKSSIen • 80 p • 40 40 • 150 p 59.92 81.8 49.2 80 Ke Robert James t9.e s w' ) °hn 83.5 20 &a &mod y Ka • &H le 108.6 77 &Kathleen • & )die z Timm n Michael Licht Swenson • Freeman Blackwell n o' ompson •3B p P� &Dana Swenson 3t 83.6 • Orville • t Andrew ..� Imik 8c Francis 39.4 Owens iunoth i a, &Rose o rk.;..= bz 120 Timrners & Eleanor 140 134.8 �r1 - Araani - 1 223.1 • Sch hgen 20.1 &M PMT 159 T etal K Karl 76.5 j i R ° 40 0 v2 z96 o I 80 Fells 10 = Macrae 19.8 50 a S.Nb M • LBWreylC9 • toe& • • •• •john& Alan M aura.it53 1 ° • p• YY warn p• Charles &Bar�aaa . Tom &Tony 40 Mark Mary Hen & Nancy was 51 eReY • : a� & l+ neue `� a Mrm. o •rc We yer Eensn rY Y 120 34.3 Monckm J e a.i aa, 80 63 & Virginia A°strum Bsk w.s N.me 5e0 25.2 weha Dallman g &Jean p Troost 38,8 ens AI LOSS t Mcelter D- Harr`y Den •Todd 72.1 Ian Harvey M ary 121.9 a Orvin C- en�terv111e &sv & Fritsch belle Q'� & coueeE &Ellen 120�r Y udrey Thcen 40 Hielkema AMki • tilde 4 • 38S 160 • 120 80 Cooper Ma Peterson 79.6 Maw 153 Bakke 40 79.6 4 36 uaesal 40 40 1500 1600 1700 PIERCE CO(JIY'IY 1800 1900 2000 2100 'a l"Lt7 ST. CROIX COUNTY FARM BUREAU AWSM"MCE COMWNFS A Farm Bureau Service " Th e Voice of Agriculture" Agent Ken Singerhouse We believe in the future of agriculture and our area youth through sponsoring 4 -H and FFA members to leadership training seminars (715) 796 -2207 and workshops. We also support numerous agriculture related 960 Davis Street • Box 129 promotion events, including Farm -City Day, livestock auction Gk Hammond ,Wisconsin 54015 at the County Fair and legislative workshops. Q - i RGOULDS PUMPS Submersible Effluent Pump 3871 EPO4 EP05 APPLICATIONS • Fully submerged in high ■ EP05 Impeller: Thermoplas- ■ Bearings: Upper and lower grade turbine oil for tic enclosed design for heavy duty ball bearing Specifically designed for the lubrication and efficient improved performance. construction. following uses: heat transfer. • Effluent systems ■Casing and Base: Rugged • Homes Available for automatic and thermoplastic design provides AGENCY LISTING superior strength and corrosion • Farms manual operation. Auto - 0 Canadian standards Association • Heavy duty sump matic models include resistance. • Water transfer Mechanical Float Switch ■ Motor Housing: Cast iron (CSA listed model numbers end • Dewatering assembled and preset at the for efficient heat transfer, in "F" or "C ".) factory. strength, and durability. SPECIFICATIONS ■ Motor Cover: Thermoplastic Goulds Pumps is 150 9°01 Registered. FEATURES cover with integral handle and • Solids handling capability: float switch attachment points. 3 /4 " maximum. ■ EPO4 Impeller: Thermoplas- 0 Power Cable: Severe duty • Capacities: up to 60 GPM. tic Semi -open design with rated oil and water resistant. • Total heads: up to 31 feet. pump out vanes for mechanical • Discharge size: 1'/2' NPT, seal protection. • Mechanical seal: carbon- rotary/ceramic-stationary, BUNA -N elastomers. • Temperature: 104 °F (40°C) continuous 140 °F (60 Intermittent. METERS FEET • Fasteners: 300 series 110 stainless steel. -- - + 9 304 _ _.. —► SGPM •Capable of running dry without damage to $ zs Fr components. 25' a Motor: W' s • EPO4 Single phase: 0.4 HP, u 6 20 _. . 115 or 230 V, 60 Hz, 1550 a RPM, built in overload with c 5 1s automatic reset. Q 4- . EPOS • EP05 Single phase: 0.5 HP, o L 115 V, 60 Hz, 1550 RPM, 3 10 built in overload with EPO4 automatic reset. z • Power cord: 10 foot 5- _.. _._ _. __._ standard length, 16/3 1 - S1TOW with three prong grounding plug. Optional 20 10,_... 20 30 _.. ...._ .. 40 ... .... so GPM foot length, 16/3 S1TW with three prong grounding plug ` (standard on EP05). 0 2 4 6 8 10 12 m3 /h caPaclrr Goulds Pumps © 2000 Goulds Pumps ITT Industries Effective February, 2000 83871 a GOULDS PUMPS Submersible Effluent Pump 10 8— EPO4 3871 6 _ EP05 9 4 3 1 2 DIMENSIONS PARTS (All dimensions are in inches. Do not use for construction purposes.) Item Description No. 1 1 Impeller f 2 Rugged thermoplastic base � 3 Rugged thermoplastic pump casing 4 Mechanical seal i 11 MAX. 5 Ball bearings � 71/1 10Y8 _ 1'A NPT 6 0 -rings i 7 Power cord AULIET — 8 Oil filled motor Cast iron motor housing) 3% 9 stator assembly qy —> , 10 Thermoplastic motor cover 6" MINIMUM WATER LEVEL WHEN SUPPLIED WITH FLOAT SWITCH MODELS PERFORMANCE RATINGS Order No. HP Volts Phase Max. RPM Solids Power Cord Wts. Total Head Gallons Per Amps Handling Length (lbs.) Minute (ft. of water) EPO4 EP05 EPO411 115 12 10' 20 5 53 — EPO411A 4 115 12 10' 21 10 46 62 EPO411 F* /t0 115 1 12 1550 3 /a" 20 20 15 36 56 EPO411AC* 115 12 20' 21 20 M03 EP0511F* 115 13 20' 21 24 EP0511AC* /z 115 13 20' 21 28 "A" denotes automatic operation. Pump includes float switch. 31.5 "F" denotes CSA listed with 20 foot power cord. "AC" denotes automatic operation, CSA listed with 20 foot power and switch cords. * CSA listed units. ** 230 V models consult factory. Goulds Pump ITT Industries PRINTED IN U.S.A. SPECIFICATIONS ARE SUBJECT TO CHANGE WITHOUT NOTICE. <&