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HomeMy WebLinkAbout034-1030-10-050 Wiscd: -in Department of Commerce PRIVATE SEWAGE SYSTEM County: St. Croix SafehVnd Building Division INSPECTION REPORT Sanitary Permit No: 430346 0 GENERAL INFORMATION ► (ATTACH TO PERMIT) State Plan ID No: -r— Personal information you provide may be used for secondary purposes [Privacy Law, s.15.04 (1)(m)]. O 'L 1 Iai� • I� I 1 9 1 t Permit Holder's Name: City Village X Township Parcel Tax No: Wylie, Evelyn Springfield Townshi CST BM Elev: E Insp. BM Elev: t BM Description: zj:k / Se tionrrown /R ge /Map No: I Cz CD . .D --, ,� — Cs Q HA 14.29.15. TANK INFORMATION ELEVATION DATA TYPE MANUFACTURER CAPACITY STATION BS HI FS ELEV. Septic Benchmark ! r-,cw LTD -0 Dosing Il / Alt. BM ._ O� • tom. •� C i Aeration Bldg. Sewer Q Holding SUHt Inlet 134 p 1.?o TANK SETBACK INFORMATION St/Ht Outlet TANK TO P/L WELL ]BLDG. Vent to Air Intake ROAD Dt Inlet Septic > ba, T3 r / Dt Bottom •0 Dosing t t Header /Man. OF 3• O . ' r �r Aeration Dist. Pipe 3'�L 3.1 10 .Zsr Holding Bot. System IF t Final Gr a .� PUMP /SIPHON INFORMATION �j t,v'�(� a } actrr Manuf u e Demand � •tl�_ / i St Cove r i{�he lri p� GPM \�. del Number i � 2 /,IQ 5 a H Lift Friction Lo t System Head TDH 77 ll Ft Forcemain Length , Dia. W Dist. to Well 2a �/ SOIL ABSORPTION SYSTEM BED/TRENCH Width / Length No. Of PIT DIMENSIONS No. Of Pits Inside Dia. Liquid Depth DIMENSIONS CT Z\ SETBACK SYSTEM TO J P/L J BLDG WELL LAKE /STREAM LEAC NG anufacturer. INFORMATION CHAMBE Type Of System: , 'rw I ! D INum 30 / so DISTRIBUTION SYSTEM Header /Manifold � Distribution x Hole Size it x Hole Spacing Vent to Air Intake / „� 1 .0 pipes) ! ( [/ 0 //�i Length �• ' _ Dia 2 Length Q�i, ) Dia t l Z Spacing SOIL COVER x Pressure Systems Only xx Mound Or At -Grade Systems Only Depth Over Depth Over xx Depth of xx Seeded /Sodded xx Mulched Bed/Trench Center Bed/Trench Edges Topsoil - Yes ,7 No Yes No COMMENTS: (include code discrepencies, persons present, etc.) Inspection #1: �3 Inspection #2: Location: 992 County Ro�d lenwoo, WI 54013 (NE 1/4 NE 1/4 2 T29N15W) N_ A Lot 2 A Parcel NQ: 14.29.15. fxjjL 1.) Alt BM Description = A� 100 2.) Bldg sewer length = - amount of cover = 2 u Plan revision Require "?"L Yes n �] Use other side for additional information. No SBD -6710 (R.3/97) Date Insepctor's Signature Cart. No. Safety and Buildings Division County vv 201 W. Washington Ave., P.O. Box 7162 Madison, WI 53707 - 7162 Sanitary Permit Numbs (to filled in by Co.) seonsin (608) 266 -3151 �{ 30 3 Department of Commerce State Plan I.D. Number Sanitary Permit Applic 0 VED U in accord with Comm 83.21, Wis. Adm. Code, personal rmatio than mailing address) maybe used for secondary purposes Privacy law, 15.04(1 xm) �o1eCt 1. Application Information - Please Print All Information cj EP Z �i.T� r �' rtyOwner's Name LLZON CROIX COUNTY Parcel # * Lot # Block # �` ,�L ` (� l�l L�� INGO FFICE / Z.Zo - - rty O wner's Mailing Address v v l Property Location �Z�l V4, Section I - T Cit State /� . Zip Code Phone Number 1 —1 Q ll �1 O 1 ` (circle o e) T �,. N; R�E orf� 11. Type of Building (check all that apply) d Subdivision Name CSM Number �1 or 2 Fancily Dwelling - Number of Bedrooms �_ - � _- 7 3- 7 1 Gj ❑ Public/Commercial - Describe Use p ` ,V d 1ST D 5 r I I �/ ❑City_ ❑village ❑Township 0 ❑ State Owned- Describe Use /'� 111. Type of Permit: (Check only one box on line A. Complete line B if applicable) w A ' Q4New System E] R System ❑ Treatment/Holding Tank Replacement Only El Other Modification to Existing System // list Previous Permit Number and Date issued B. ❑ Permit R ®ewal ❑Permit Revision ❑Change of ❑Permit Transfer to New Before Expiration Plumber Owner IV. Type of PO\VTS System: Check all that appl El un Non - Pressurized )n- Ground Mod > 24 in. of suitable soil El Mound < 24 in. of suitable soil ❑ At -Grade ❑Single Pass Sand Filter ❑ Constructed Wetland ❑ Pressurized In-Ground 0 Holding Tank ❑ Peat Filter ❑ Aerobic Tmatn=t Unit ❑ Recirculating Sand Filter ❑ Recirculating S thetic Media Filter ElLeachingChamber ❑ Dri line ❑ Gmvet -less P' ❑ Other ( lain) L Q V. Dispersal/Treatment Area Information: ' Design Flow (gpd) Design Soil Application te(gpds t Dispersal Area Req ' s Dispersal Area Proposed (sit S stem Elevation a(o Tejo VI. Tank Info Capacity in Total Number anufacturer Prefab Site Steel Fiber Plastic Gallons Gallons of Units W✓, p B/6�f96- Concrete Constructed Glass Ncw Existing f_jL,7e7Z— QrL V Talcs I Talcs Septic or Holding Tank Aerobic Treatment Unit Doming Chamber hl Ur-F VII. Responsibility Statement- 1, the under n nsibih for InstaWttlon of the POWTS shown on the attached plan& Plu 's Name( t) PI s MP/MPRS Number Business Phone Number ► � � I 1394 -1t a-n a(oq Plumber's Address (Street, City, State, Zip C ) SID tc j7J4'15 V11 . Count /De artment Use Onl Sanitary Permit Fee (includes Groundwater Da ]sued suing Age t Signature s) Approved ❑Disapproved Surcharge Fee) D e —_ ❑ Owner Given Reason for Denial 3� CSY ,TEM o ppD,s, A A roval/Reasons for Disapproval © _ , . / 1 e I an , filter and 4yvIM 13.5- ` tI �1�/� ' A dispersal cell must all be serviced / maintained t�6 as per management plan provided by plumber. 2. All setback requirements must be maintained as per applicable code /ordinances.Lamm. B4 � u. - 0 3 Attaeb Cpmplete plans (toilotounty only) ror the system on paper not Ras tbAo 211/2 x It ncbes to size �c.Q LVI ]�j�� SBD -6398 ( 01/03) E oo i S � � G 0 Ll i o � s 99 0 0 f d _ cr u 9 v �Z 49 I � - d Safety and Buildings 4003 N KINNEY COULEE RD LACROSSE WI 54601 -1831 TD #: (608) 264 -8777 �sconsin www.wisconsin.gov .wis c ons .wisonsin.gov Department of Commerce Jim Doyle, Governor Cory L. Nettles, Secretary August 01, 2003 CUST ID No. 139462 ATTN.• POWTS Inspector TODD L SINZ ZONING OFFICE T L SINZ PLUMBING INC ST CROIX COUNTY SPIA E5609 708TH AVE 1101 CARMICHAEL RD MENOMONIE WI 54751 -5520 HUDSON WI 54016 CONDITIONAL APPROVAL �I 3a 3 �� PLAN APPROVAL EXPIRES: 08/01/2005 Identification Numbers Transaction ID No. 894038 SITE: Site ID No. 662708 Laura Evans Please refer to both identification numbers, CTH W above, in all correspondence with the agency. Town of Springfield St Croix County NE 1/4, NE 1/4, S14, T29N, R1 5W FOR: Description: Proposed Three Bedroom Mound System Object Type: POWT System Regulated Object ID No.: 913872 The submittal described above has been reviewed for conformance with applicable Wisconsin 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: • This system is to be constructed and located in accordance with the enclosed approved plans and with the "Mound Component Manual for Private Onsite Wastewater Systems VERSION 2.0" SBD- 10691 -P (N.01 /01) and the "Pressure Distribution Component Manual for Private Onsite Wastewater Treatment Systems VERSION 2.0" SBD - 10706 -P (N.01 101). • 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. • A state approved effluent filter is require Maintenance information mnct be uiven to the o wner of the tan explaining that periodic cleaning of th filter is required. Access to the filter for cleaning must be provided per Comm 4 product approval conditions. • A Sanitary Permit must be obtained from the county where this project is located in accordance with the requirements of Sec. 145.135 and 145.19, Wis. Stats. • Inspection of the private sewage system installation is required. Arrangements for inspection shall be made with the designated county official in accordance with the provisions of Sec. 145.20(2)(d), Wis. Stats. • Comm 83.22(7) - A copy of the approved plans, specifications and this letter shall be on -site during construction and open to inspection by authorized representatives of the Department, which may include local inspectors. i Crk�9`uA TODD L SINZ Page 2 8/1/03 Owner Responsibilities: • Comm 83.52 1 a - The owner of a POWTS shall be responsible for ensuring that the operation and OO P 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. In the event this soil absorption system or any of its component parts malfunctions so as to create a health hazard, the property owner must follow the contingency plan as described in the approved plans. • The owner is responsible for submitting a maintenance verification report per Comm 83.55, that is acceptable to the county for maintenance tracking purposes. Reports shall be submitted at intervals appropriate for the component(s) utilized in the POWTS. In require changes or additions granting this approval the Division of Safe Buildings reserves the ri ght to c an e & g q g g g pP h' g 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 &4061� Fee Received $ 175.00 Gerard M. Swim Balance Due $ 0.00 POWTS Plan Reviewer - Integrated Services (608)- 789 -7892, Mon. - Fri. 7:30 am to 4:15 pm jswim @commerce.state.wi.us Wt MAI T : 763, ' cc: Leroy G Jansky, Wastewater Specialist, (715) 726 -2544 Henry F Grote, Certified Soil Testing I i Laura Evans - Mound Transaction # Construction Materials and Techniques All materials must comply with Comm 84 and be installed in accordance with manufacturer's specifications. Construction methods must comply with the following Component Manuals: Mound, SBD - 10691 -P (01/01) Pressure Distribution, SBD - 10706 -P (01/01) Location: NE 1/4, NE 1/4, SEc. 14, T 29 N, R 15 W Town: Springfield County: St. Croix Date: July 28, 2003 1 Owner: Laura Evans �� ry � ) Address: 984 CTH W Olenwoa City, WI 54013 Plumber: Tod nz Signature: License # MP 1 9462 Attachments: 6748 -Plan Approval Application SBD -8330 page 1: cover 2: design criteria & calculations 3: plot plan ' 4: system cross section Et r FNT 01 Cc` ° 1,p.E CE 5: plan view, lateral detail of stiEETY AND sUiLUN GS 6: pump tank exit detail 7: pump curve G'rYftS NUE;�CE t. r_ 8: system management RECEIVED page l of 8 J U L 18 zoo 3 SAFEW & BLDGS DIVE 4' Design Criteria Residential Wastewater Contaminant Load: 30 mg /L < BOD < 220 mg /L Anticipated septic tank effluent 30 mg /L < TSS < 150mg /L Fecal Coliform > 10,000 cfu/100 mL Fats, oils, grease < 30 mg/L 3 Bedrooms x 100 gal/bedroom/day x 1.5 gallons /day hydraulic load Design Calculations / In situ designe loading rate 4 b gallons /sq, ft. per day ✓ Depth to estimated high ground water in. Depth to bedrock 4'g in. Cross slope at system 4 ' $ % w a v Force main length ft. of Z in. Manifold /header length ° ft. of z in. Drain -back 3 'g gallons Lateral length @ S'� ft. of �`iZ in. Lateral elevation o t• o ft. @ bottom of lateral Lateral hole size� in. @ 16. o i ( 3 •p ft.) Spacing holes /lateral holes -total Lateral volume q •a 36 gallons Total lateral discharge rate ZS ' -Q'& gallons /minute @ ft. head Network pressure compensation losses n `a's ( ft. Elevation difference 1%.-j ft. Friction loss 0' 22 ft. @ gallons /minute Total dynamic head �a " '2S ft. Pump /si*on 4 gpm @ Z ° ft. of head Y Manufacturer Model # z Dose volume (( � gallons Lift/siplon tank (Poo Ce..A- tP coo gallons Septic tank 1 Ot gallons Effluent filter M X40 F �' o � Z � - 14 %A Measurement pump on and off S• O in. Height alarm from tank bottom k b'O in. Reserve capacity } $ } gallons specs.calcs.res Page Z of Do y� . 0 � j 0 r-A IT � � r i r-b ✓/ 0 � J \ 1 4 Q v v r 17 , 1 9 0 w S 4 +�.w, G oss S Via. ll � u t s o 3 Z tt ` � cL�e o t -S t9 • � a.a �3 O 1 I 1 vu . Y � 1 t3tr►•� 1 6 0, g h 3 V,c) S,ct S.s' 23 •� ;I n h' I i p r • �toa V �2.� , H 2' w Q•0 S ��n �t o ` N o'Y 6 �, � 0. T Q�v � L T �• v.+'. w a. � r._.� � w w � O i- `� � C \L l.� �.: O'• 4� La�I?• - �u C o \o Sa- r �.,.a1`� i--o �.i.� o� r �� �,,2., P � c s �•, 40 / r Q C. 7 YT N'�� �! 0.` V t. O 1(Q G M Q V L Lt2` �o I- 4t r. a',... JJ 3 / 1 b u \ Y, 0\ c� � .., 1 4� �- � e.n.•.� �-�- � �� � .,.. \ ; •. c,�� -� J 6 • o A Q,. 1 3 • o ' \` i oA R- , vm. .�Q a� c WEATHERPROOF WCKIWG+ COVER JUNCTtCt, QUICK Dt�C,OVVtGT --\ Cr -4 ` , 4 , IL r 4m PIPE 3' A no NDISTuaOi-D SOIL. 24 Z.D. I1 \CA 4Q MAx tl4iF I ` t /4" r n I� sr.ET - Z,rrJ �_ BA,!r• L. Pi a 1.AL 3' arc , rwECTIOr+S �r F'C' • Sao �r� p P urlP i Go�rcaeE I ! bcOCK SEPTIC E SPEC,IFI'CATIOIJ$ TAU,; /MAWUFACTURCR: � IJLI 4 MBER OF DOSES: TA1JK 51ZC : � 0 - (' GALL0WS DOSE VOLUME A' -ARl' / S `; ` `<-��d IWCLUOIAJG 5ACKFLOW: �� GA,.Cti. /'IODEL ►JU;AbER; 1 e 1 2.6 • CAPACITIES A = IJJCHCS OK S ��•¢ ;,,�,_ _ awIT(-H TYPE; 1 8 Z 1JCNE5 OR i u = i P /' � `� `'S Z► C a 5 - ILJCNE5OR �MrS ;A ,A MODEL IJUMOCR; c�'J JWITCH T)jPC: �/�wwv ,, 0 " INCHES CR ^• - - {JOTE: PUMP A1JD ALARM ARC TO 6C MI�IMUr1 DISCHAKU RATE 2S'� GrM INSTALLED ON 5EPNRA7C VCKTIC DIFFERCW OETWEEW PUMP OFF AIJO OISTRIbUTIoW PIPE.. '� FEET + M QIMUM ►JETWORK SUPPLY PRESSURE . . . . . . . T,� FCET + '10 FEET OF FORCC MAIN X , �� F T FACTOR.. FEET zS� TOTAL DtIWAMIC HEAP _ �Sz s_ FEE T IUTER►JAC. pIME1Jbl01JC . � 9 0 OF TA►JK; LE►JG7N ` 1. ;WIDTH i LIQUID DE PT H TOTAL DYNAMIC HEAb /CAPACITY HEAD CAPACITY CURVE PE ,& INUTE EFFLUEN AVD DEWATERING MODEL 152/153 w w MODEL 152 153 50 Feet eters Gal. Liters Gal. Liters 153 1.5 69 261 77 291 12 40 152 10 3.1 61 231 70 265 0 15 4.6 53 201 61 231 i 20 6.1 44 167 52 197 a 8 25 7.6 34 129 1 42 159 0 30 9.1 1 23 87 33 125 a 20 35 10.7 — —T22 85 ° 40 12.2 — — — 4 I 1, � r Lock Valve: 0 1.6m ; 44 • � . 10 — 4 0 20 40 6 80 100 (0111111111111111. GALLONS LITERS 0 80 1 240 1' 4 3 32 FLOW R MINUTE I e CONSULT FACTORY R SPECIAL APPL T S 3 127132 e i Timed dosing panels availabl ` Electrical alternators, for du systems, are available and supplied with ` an alarm. Variable level control s hes are available for controlling single phase systems. Double piggyback v able level float switches are available for variable level long and sh cycle controls. Sealed Qwik -B vaiable forbutdoor installations. See FM1420. Over 130 °F. ( C.) special quotation required. - 1521153 Series 2 Vs 1521153 MODELS Control Selection Model _ Volts-Ph Mode Amps Simplex Duplex N152 115 1 Non 8.5 1 2 or 3 BN152T 115 1 Auto 8.5 Included 2 or 3 E15 1 2 1 Non 4.3 1 2 or 3 5 BE 152 230 1 Auto 4.3 Included 2 or 3 N153 115 1 Non 10.5 L 1 2 or 3 BN153' 115 1 Auto 10.5 Included 2or3 SELECTION GUIDE E153 230 1 1 Non 5.3 1 2 or 3 1. Single piggyback variable level float switch or double piggyback variable level float BE 153 230 1 Auto 5.3 Included 2 or 3 switch. Refer to FM0477. A CAUTION 2. See FM0712 for correct model of Electrical Alternator E -Pak. All installation of controls, protection devices and wiring should be done by a qualified 3. Variable level control switch 10 -0225 used as a control activator, specify duplex (3) licensed electrician. All electrical and safety codes should be followed including the most recent National Ele Co nd t or floats stem. e E ect c de ( NEC) ( ) e Occupational Safety and Health Act (OSHA). 4 () Y RESERVE POWERED DESIGN For unusual conditions a reserve safety factor is engineered into the design of every Zoeller pump. MAIL TO: P.O. BOX 16347 Louisville, KY 40256.0347 Manufacturers of. . 0 SHIP TO: 3649 Cane Run Road q ® Louisville, KY 40211.1961 QaaurY PUMPS S N6E lff, J http://www.zoelter.com PUM/ �0 (502) 778.2731. 1(800) 928 - PUMP FAX(502) 774-3624 © Copyright 2000 Zoeller Co. All rights reserved. I # a lK, ,w R r , A. s p r �' F System Management Management of this system is critical. As a condition of approval of these plans this system management section must be reviewed with the owner, and the owner must be provided with a complete set of plans including this management section. If problems develop with the adsorption system or any other system components, the installing plumber, T.L. Sinz Plumbing, 715- 235 -2644, or the St. Croix County Zoning Office, 715- 386 -4680, should be contacted for assistance. General Proper functioning of an on -site disposal system, "septic system," is significantly dependent on the volume of water which flows into the system and the level of contaminants in that volume. The lower the volume of water and the lower the level of contaminants, the better and longer the system will function. Typical system components include a septic tank or compartment to settle out solids and contain greases and oils, a filter on the outlet of the septic tank to retain small particles of the same density as water, a pump tank or compartment to al low a dose o e accumulate , a pump an con o s, an tna y some e o t a sore ton ce o recyc e t e water in a manner to protect ground water quality and public health. I . If the septic tank is installed prior to sheet -rock and/or painting, pump the septic tank before normal use begins to ensure adherence to contaminant load design criteria. 2 Install water - saving appliances whenever and wherever possible. 3. Repair even small water leaks as soon as possible. 4. Never pour grease or oil down any drain or stool. 5. Garbage disposals are not recommended; if you must have one, use it sparingly. 6. No paper products other than tissue should go into the system. 7. No chemicals should go into the system. S. Avoid surge flows of water; try to spread laundry throughout the week. 9. Septic tank effluent must be less than or equal to the design criteria specified in page 2 of these plans. 10. If septic or pump tanks are no longer used, they must be properly abandoned. 11. If construction timing and weather could create a frozen infiltration system, weather - proofing with plastic sheeting and heavy mulching may be required to maintain a functional system at start-up. Maintenance 1. The septic tank must be inspected every three years by a properly licensed person. 2. If necessary, the septic tank must be pumped to remove solids and scum; pumping is required if the combined scum and solids volume equals one third of the tank volume. 3. When the septic tank is pumped, any solids in the bottom of the pump tank must be pumped, and the filter must be back - washed into the septic tank to remove accumulated material. 4. Periodic observation pipe inspections should be made by the homeowner to examine the state of the in -situ soil adsorption cell. Quarterly inspection are recommended; a licensed plumber should be notified if effluent is consistently ponded in the adsorption cell. 5. If this system contains specific treatment components other than those mentioned here, maintenance requirements will accompany their specifications. 6. The pumping components for this system include an alarm which must be installed and remain on a separate circuit from the pump. If the alarm is activated, minimize water use and notify a licensed plumber for service as soon as possible. The system allows reserve capacity to accumulate some necessary flow until normal service can be restored; this volume is minimal, and no more than one or two days should pass before any necessary repairs can be made. 7. Avoid compaction such as vehicle traffic within 15' down -slope of the adsorption system. 8. Avoid disturbing the system itself such that might encourage erosion or disturb the required seeding of the system. 9. Particularly avoid winter traffic such as sliding or snowmobiling which might compact snow and lead to increased frost depth. 10. Surface drainage must be diverted around the system; avoid landscape changes which might send surface run -off into the system area. 11. Warning: Do not enter septic, pump or other treatment tanks; death may result because they may contain lethal gases or insufficient oxygen. Contingency Plan Wastewater monitoring of volume and quality is not a normal requirement for low effluent strength systems; such monitoring may become necessary if problems develop. Any necessary monitoring shall be done in accord with the requirements of Comm 83.54 (2). Pumping and hauling of wastewater may be necessary while analysis and repairs are implemented. Additional testing, designing, and /or installation of additional treatment components or conversion to a holding tank may be necessary. Page 8 of 8 �I ORIGIMAI: 1770 SOIL EVALUATION REPORT Wisconsin Department of Commerce q i, Page 1 of 3 Division of Safety and Bulldings in accordance with Comm 85, Wis. Adm. Code Certified Soil Testing � Attach complete site plan on paper not less than 8% x 11 inches in size. Plan must County St. Croix include, but not limited to: vertical and horizontal reference point (BM), direction and percent slope, scale or dimensions, arcel I.D. sions north arrow, and location and distance to nearest road. - 2,5 AN IM " P l enc Tin q Please print all information. evie ed Date Personal information you provide tray be ii'sed for aecondary purposes (Privacy law, s. 15.04 (1) (m)). - Property Owner Property Location Evans, Laura Govt. Lot NE 1/4 NE 1/4 S 14 T 29 NR l� W Property Owner's Mailing Addrees Block # Subd. Name or CSM# 984 CTHW W QWv, . �� h d Z Pending - 7 City State Zip dode Phone Number.', City Village Vj Town Nea Glenwood City j `M 1 54013 j. 715- 265 -4 Springfield CTHW W V New Construction Use: je Residential / Number of bedrooms 3 Code derived design flow rate 450 GPD Replacement —j Public or commercial - Describe Parent material loess Flood plain elevation, if applicable NA General comments and recommendations: install 6'x 76' rock cell mound on 100.0 contour as upslope edge of rock w/ 0.5' sand fill i Fq Boring # _j Boring i!; Pit Ground Surface elev. 100.0 ft. Depth to limiting factor 30 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 -8 10YR 3/2 - sil 2 f sbk mvfr gs if .5 .8 2 8-14 10YR 4/3 - sil 2 f sbk mvfr gs if .5 .8 3 ! 14 -30 7.5YR 414 sil 3 m sbk mvfr gs if .5 .8 4 30 - 7.5YR 4/4 f2f 7.SYR 4/6 sil 2 m sbk mvfr cs 1 m .5 ! .8 ] OYR 6/2 5 38 -45 7.5YR 4/4 f3d 10YR 6/2 sil 0 m mvfr - - 0 2 occasional gy si coats on peds in horizon 3 Boring # _ Boring v? Pd Ground Surface elev. 99.4 ft. Depth to limiting factor 31 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 -10 10YR 3/2 - sil 2 f sbk mvfr cs if .5 .8 2 10 -15 10YR 4/3 - sil 2 f sbk mvfr gs if .5 .8 3 15 -31 7.5 sil 3 m sbk mvfr cs if .5 8 4 31 -43 7.5YR 4/4l OYR 6/2 /6 sil 2 m sbk mvfr cs 1 m .5 .8 5 43 -48 7.5YR 4/4 f3d 10YR 6/2 sil 0 m mvfr 0 .2 � I occasional gy si coats on peds in horizon 3 Effluent #1 = BOD 30 < 220 mg /L and TSS > 0 < 150 mg /L * Effluent #2 = BOD < 30 mg /L and TSS < 30 mgr CST Name (Please Print) Sign to CST Number H enry F. Grote 222774 Address Certified Soil Testing Date Evaluation Conducted Telephone Number E. 4366 353rd Ave., Menomonie, WI 54751 5/21/2003 715- 233 -0398 . t Property Owner Evans, Laura Parcel ID # ^' 2.5 A. CSM Pending Page 2 of 3 _ 73 ] + r Boring # _j Boring #,ej Pit Ground Surface elev. 100.0 ft. Depth to limiting factor 31 in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots ' in. Munsell Qu. Sz. Cont. Color Gr. Sz, Sh. "Eff#1 `Eff#2 1 0 -9 10YR 3/2 - sil 2 f sbk mvfr gs if .5 .8 2 9 -13 10YR 4/3 - sil 2 f sbk mvfr gs if .5 .8 3 13 -31 7.5YR 4/4 - sil 3 m sbk mvfr gs if .5 .8 4 31 -38 7.5YR 4/4 f2d 10YR 6/2 sil 2 m sbk mvfr - 1m .5 .8 occasional si coats on eds in horizon 3 + vertical 7.5YR 5/8,5/3 root redoximor hic features w/ classic dark centers 15- 9Y P P @ 20., - -- — 7 Boring # _.7 Boring Pit Ground Surface elev. ft. Depth to limiting factor in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots P / ' _ in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 'Eff#2 i I I ❑ Boring # Boring Pit Ground Surface elev. ft. Depth to limiting factor in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots ' _ in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 'Eff#2 ' Effluent #1 = BOD 30 < 220 mg /L and TSS >30 < 150 mg /L ' Effluent #2 = BOD < 30 mg /L and TSS < 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 -8310 (R.07 /00) Certified Soil Testing i 9 j J i " re � i s d � i d J _ v n —b 0 � J 3 1 � o I g s 1 D -- � s / 8 I � I d i 09/11/2003 15:03 7152322466 DUNN CO HEALTH DEPT PAGE 02/02 1,, ,b 1NL P1, 0DING, INC �� _ �uul ST CROIX COUNTY S IC TANK MAWrV NANCE AGRBEMEW AND OVrtMRSMP CERTMCATION FORM I OwaarBuy'eC Mailing Ada S �— � _ "u I� I Property Address I (Verifleatloo reqd arcd Rom PUnning Department for n aonstmetio Gt,� Cityisigte Parcel Identification Nlunbet rF�n LEG ES P ' i Propt~rty Locatio4 Sec_ T!)aN F,0 Q)Town of 3 ( t~� � Subdivisimi I Lai # Certified Survey Map # Volume � . Page # Warranty Deed # Votwule Page Spec house Q yes po Ut lines identifiable yes © no i Lmpropet use sad waiutau&= f your septic systetn could rcwlt in its punt m e fai m ce bafldle ws vos. RtrPc r mzkrcnaoce consists of pammpiug out the sopac tuk weir tin= ymra or want, if seeded by a 11ceweapumper. WUV you put luto the system tsars affect the tiinccon of the septic w a trcatmeat stage in the waste dispoul system„ i Tbc prupervY ommcr amts to I 'abmit to SL Croix Zoning Departmcni a ccrtMcatioa} fnttto. sigard by tlae owcat and by a nmst :atp1umbor,jauory=np1umber,to Mricicdplumbict oratieemedpUrmpe-rtehf7ingthat( 1 ) the Ott- Oteavasasveta disposal cyttew is fn proper operating conditioq and/or ( after inspection and pumping (if necrdsuy), the septic mtk is less thou 113 full of Sludge. VWC, tho oadersignod bAxe read the abe 'io rcgttimm¢ms drld ague to =amain the private se*kgc dbPQul system witlx the w=dacds set forib, herein, as r,et by the DepattaeW of Cammttrun and the DcpVimcm of Natraitnl Resolirets, State of Wisconsin Cetdflrst.on ctldzg that y" septic system has been �, must be oetnpicted and rmsytned tv the St Ooix Cmmty 7ania8 Office within 30 days cbe okuse year expiration date. / J I ATun 0 APPLICANT DATB i OWT1 +F, CER1 CAILON I (we) certit� that aU sttmmon on this form are ltue to the bast of my (ors') imawtedge, I (we) rut (art) Chc nwucr(s) of the pt rty desa bed above, by vi,rtttc f a wxmLaty decd recorded in ;Register of Dccds Office. SIGNATM Cy a'Pnic& i DATE ..0400 ••+ * Any ird0luration that is n:d3 -rz Tes=ted -nay result in the sanitary permit being m vokzd by the Zuolag Departmcat. I 'i Tuclude with tbls appittstion: it fitAmped warmaty deed bore. the Register of Deo& ot'Eiae a co of the certified survey map if ftftrft o iS roa in &a wmnly deed 09%02/2003 TLTE 14 :37 FAX 715 684 4493 Jt7. i� Ori Fkl 10 -11. F_k1 715 386 4666 USDA RD 16002 Y Si t,r{y CO ZONING 1. LO 001 -ST CROIX C O UNTY SEPTIC TANK M INTBNANCB AGREEMENT AND ' OWNERSTUP CFR.TIRCATION FORM K OwaBr/B r ` 4- X Mailing Address ! t 9 +P./u, fir'���.j Proporty Address Z4 Or — Aj - ' (2 ' (Vcrificatioo - required from Planning Department for r3cw construction) C1ty /State citl�Z+�Z� 'Parcel Identification Number I1`BGA, DESCRIPTION Propcfty Locatioti V,, tf�, Sec. C4 , T-?J�N -P,�W, Town of — - Subdivision- -_ __.._ __ ., _. _- -- Certified Survey Map # �a3 �Z6- , Voltuno _Ll Page # 1 6 `P4'ar misty Deed # 'Volume . Page # SPW how se ❑ yes ❑ no Lot lines identifiable ❑ yes ❑ no SYSTEM AjAnMZNANCE Lmgroper use "d main tet W=0f your septic system could result in its promamre failuro to h=&c wastes. Prosier ram in tc=a Ce consists of pumping out the septic tank every three years or sooner, if needed by a licensed pumper. Wbar you put into the system Cass affect tbo function of the septic tank as a t:L cat stage in the waste disposal "CM ne property owner agr r io anbmit to b't. Croix oui4g Departzneat a certification forta, signed by the awns and by a mastcrplumber, jouraeymauplumber, rastrictedplombcr ora that (1) tha o* -sttc wastmnterdisposal syst'ern is in proper operating condition and/or (2) alter inspection sad pumping (if neaessuay), the septic t1a is less thAn 1/3 full of aludge, 1/wc, the underegned bzve read she above requirements and agree to maiut do the private sewage disposal system with the standards set fottb, harem- as set by the Department of Conn" rce and the Dep�=cut of Natu=l Resources, State of Wiscorsim Qua cation atating that your septic system has been vmnintaincd must be completed and retvmed to tile St. Croix County Zoning OHSoe within 34 days of the throe year expiration date. SiC'sNATCTE.Tr Ok OVXTER QR.IMICA'I I (we) certify that all statemzat9 on this form arc true to the beat of ray (our) knowledge. I (are) am (9m) the owur*) of tuc property described above, by virtue of a warranty deed recorded in Register of Dec& OtTtcc, SIG KAT'LME OF APPLICANT DATE 01 " " Any Warmation tl.r-at is this- repmsented may result in the sanitary permit being mvclmd by the Zon.Lng Department. ` Lnclade with this upplicRUon_ a stamped wurmuty tired from the Register of Dceds office a copy of the ccttiCiod survey map if m- f'eret:r_e is made in the wa=nty deed Safety and Buildings Division County ` 201 W. Washington Ave., P.O. Box 7162 Madison, on, Wl 53707 – 7162 Sanitary Permit Number (to be filled in by Co.) (608) 266 -3151 Department of Commerce Sanitary Permit Application State Plan I.D. Number In accord with Comm 83.21, Wis. Adm. Code, personal information you provide may be used for secondary purposes Ph V C n Gl.+ Pro ect Address (if dillerent than mailing address) 1. Application Information - Please Pri t All Informat n i Property O er's Name C p (� �_ Parcel # Lot # Block # Property Owner's Mailing Address S ZONI Property Location � t ZONING OFFICE / 1 07 f�/ A y., N� y., Section /� WY City, to Zip Code Phone Number Q Gi'{��Kif T N; RLP E leo li. Type of Building (c all la y— apply) r CSM Number � Subdivision Name or 2 Family Dwelling - Number of Bedrooms — 3 ❑ Pubfic/Commercial - Describe Use ❑City_ ❑Village ownship of " fr%? AMA ❑ State Owned - Describe Use „ 1 111. Type of Permit: (Check only one box on line A. Complete line B if applicable) A. New System ❑ Replacement System ❑ Treatment/Holding Tank Replacement Only ❑ Other Modification to Existing System list Previous Permit Number and Date Issued B. El Permit Renewal El Permit Revision - ❑ Change of El Permit Transfer to New Before Expiration Plumber O wner IV. Type of POWTS System- Check all that appl ❑ Non - Pressurized In- Ground Mound ? 24 in. of suitable soil ❑ Mound < 24 in. of suitable soil ❑ At -Grade ❑ Single Pass Sand Filter ❑ Constructed Wetland ❑ Pressurized in- Ground ❑ Holding Tank ❑ Peat Filter ❑ Aerobic Treatment Unit ❑ Recirculating Sand Filter ❑ Recirculating S thetic Media Fitter ❑ Leac ' Chamber ❑ Du Lice ❑ Gravel-less P' ❑ Odw ( lain) V. Dispersal/Treatment Area Information: Design low (gpd) Design Soil Application Rate(gpdsf) Dispersal Area Required (sf) Dispersal Area Proposed (sf) System Elevation V1. Tank Info Capacity in Total Number Manufacturer Prefab Site Steel Fiber Plastic Gallons Gallons of Units Concrete Constructed Glass New Exuting Tattles Tanka Scptic or a Aerobic Trcatmcra Unit Dining Chamber VII. ResponsIbili Statement - I, the under ed, aWd &p...Jibility for installation of the POWTS shown on the attached plans. Plu (Print PI 's i MP/MP Number Business Phone Number 7 Z4 velle Plumber's Address (Street, City, State, ode) Co tt Vlll. County/Department Use Onl Sanitary Approved Disapproved Surcharge Permit Fee (includes Groundwater Date Issued Issuing Agent Signature (No Stamps) Surcharge Fee) ❑ Owner Given Reason for Denial 1X. Conditions of Approval/Reasons for Disapproval Attacks complete plans (to the County only) for the system on paper not less than RM s 1 inches in size I SBD -6398 (R. 01/03) 07/06 2:11 7152357914 HERITAGE BUILDERS DOCUMENT NO. STATE BAR OF wiscoNsm ro" 3 liaga. QUIT CLAIM DEED 1136PAGM9 532900, J.L -- - - - -_- - rzl�rs.- 2. 'S Mlzi #� T CrC C'J.. t" I . 4e ........... Fl I for ..... ..._---'-•--------------------------- -------------- - - - - -- ....... .......... -------------- .......... -------- ------ •............. ---------- -- ----- AUG .... I --------------- ...................... ....... ........................ ...... ....... q.4-cl.ims to ... ........... qg3O A. - -- - .._. I � .::.�. tea_ ��.r�, j' ---- -------- ---- ---------------- --- ------- : ------------------ ----------- -------- ------------ ................. •.. ............ ............. .................. -- -------- ........... — ......... ......... ....... .... --------- -------------- ... e�. D. z Cou �j ty. wt i the fallowina described r*&l vat^te i ... — 4 St.t. of ij ...... .. -'7r 7 15,J -- �' I ZAO S. E )v ar 9• Taz Pared N.: ------------------------ �4. - This No 7� ............ h..eatmad pr-p-r'LY- is) ( hog) ............... - ------- D.t-d this ----------- ...... day of .......... --------------- ----- - ............ ........(SEAL ) off .- ._ .__.,... ..(SEAL) -------------- ................. ....... ......... .... .... () ............. _4 ....................... (SEAL) SEAL ------ ------------------------- • --------------- --- .................... - ........... AO]KNOWL31 AL W JTVRjW TIC ^73039 or WISCONSIN Sigibstum(m) ----------------------- ------------------------------- -A ........... . .. ...... ------- 4 ed ------- — ----------------- " me before me lota - -! -------- _._say of ....... the S&OVS DOWN ..thanucat-A this -- - - -- -- day 09- --------------- ------ ■ -------------- 19.9-57 — ----------------- u ... -------- - ----------------------------------------- .................... ------- �V�-* ----------- ;i, ]& or WISCONSIN ----------------------------- - - ---------------- -------- - ------------ ....... --------- --------- — ----- j oxm.%.d. the aattw It Z-p - ---------------------------- to ma St W' Rho a D..rTgc. -V ..................... 4t -rMj* imsT■-41INT WA ------------------------ -------- - ----------------- *OmxX.. Win. No a g o emu T'stion ................ -------- ....... b . th or ..k..'etaxed- cure. m.9 Are eoc Mr—sa.ry.) 64. stock P&*,,l 3003 'T 09/02/2003 TUE 14;39 FAX 715 684 4493 USDA RD Z o 0 4 i 7Z7.1 CERTIFIED �y KATn6n "GM 459 RECEIVED FOR JECORD LOCATED IN PART OF TH NE1 /4 OF THE NE1 /4 OF ®e�z��2eea 09s00AM SECTION 14, T29N, R75W, TOWN OF SPRINGFIELD kECTFFISD D( SUkVEY MAP ST. CRO COUNTY, WISCONSIN, 13.00 COPY FEE 3.00 NOR TH 1,INE OF THE N E1/4 V.. - - -- I NE CORNER YNPLATTED LANDS OWNED BY -- - OTHERS SE CTI O N ,4 x — _ S SS ° 46'5r3'E 545_ 27' _ — — — I0 �x{ n � rxlsnNG F>wNCRLVE ® W — X 445.24' SOIL /� TE57S T 2 I� � © 2.20 ACRES INC. R/W 1 5 „ G 95 SO. PT. rn Ig Q 3 /f c2 2.00 ACRES r Q R/W - �'• z !37,,20 SO, FT, N83 °4E'53 "W 545.27' �8G6 495.24' 50.03' Z I EG" IC is r ° I� Z II rpJ I 1 Id �� ® �� N o �M ' LOT 1 10 � I 4 m 1 i O solL � I O ,p I Its TESTS 7.24 ACRES INO, P W N98''46' 53"W I r Q V w 31 ;,212 SC. FT, 66.03' I m 1 v 1 ( A 8.57 ACRES l tC. rVw n I I N v O . 2A8,294 S`7. Fr. W v j� C * c� ca o , Z z `i x `! I l m ID '.• 3'' Ix I� I APPROVED EDAIVEc > I 10 ST. CPOJY COUNTY I ` I � Pl3hningzrminannd Pa�q• �� i. nr � � . m I m AUG 2 9 2oo3 NB It nol rer ed w,4nn 31) d7ry: ,7f l x approval dale approval �h89 bn null anti void 495.24' 50.03' I N EXI TING FE ELlNE NS r 45.27, U_ NP_LATTED LANDS OWNED BY OTHERS 5 LEGEND - - -- �...,.' - -- I CID no •'r. crlolx couNrr sEcnoN cORNER OWNER SURVEYOR P05111ONED FROM WITNESS x MONUMENTS OF rjECORD EVIZLYN WYLIE EDWIN C FLANUM n T 994 COU OD CITY W Sg0,3 NORTHLAND SURVEYING, :NC. k m 1`X 24' r AXWY l 1.13 LOS. PER LINFAR FOOT ROBERTS, WI 54023 np a. in ® 1 8116" O.D, IRCN PIPE FOUND � SCALE IN FEET 100' IOU ROACWAY SETBACK LINE E, /4 CORNER SHEET 1 OF 2 SHEETS 100 0 100 200 SECTg Vol. 17 Page 4598 09%02/2003 TUE 14:40 FAX 715 684 449 USDA RD 0 005 CERTIFIED SL#n MAP LOCATED IN PART OF THE NE7 /4 OF THE NE114 OF SECTION 14, T29N, R1 SW, TOWN OF SPRINGFIELD, ST. CROIX COUNW, WISCONSIN. OWNER SURVEYOR EVELYN YifYL:t EDWIN C FlANUM B84 COUNTY ROA01M1^ NORTHLAND SURVEYING, INC. GLENWOOD Cf,'Y. W154013 M A HWY'651 ROBERTS. WI 54023 SURVEY'OR'S CERTIFICA'm t, Edwin C. Flamm, Registered Wisconsin Land Surveyor, hereby certify that by the direction of Evelyn Wylie, I have surveyed, mapped and dcscribed the parcel of rand which is represented by this Certified Survey Map; that the exterior boundary of the parcel of land surveyed and mapped is des? ritaed es follvwu; A parcel of land located in pert of the NE7 /4 of the NE114 of Section 14, T29N, R15W, Town of Springfield, St. Croix County, Wisconsin; described as follows: Commencing rat the NE Comer of said section; thence 501 °34'40 ^E, along the east line of the NE1 /4, 66,03 feet to the point of beginning; thence oontinuing $01 °34'40 "E, along said Cast line, 754.37 feet; thence N89 °4653"W 545.27 feet; thence N07'3440'W l54 - 37 feet; thence S83 ° 46'531; 545.27 feet to the point of beginning. Parcel contains 9.44 acres (411,132 sq. ft.). Oescrfbcd parcel is subject to County Trunk Highway W rfght cf-way and Bill other easements, restrictions and covenants of record. I, also certify that this Certified Survey Map is a correct representation to scale of the exterior boundary surveyed and described; that I have fully complied with the current Provisions of Chapter 2863 34 of the Wisconsin Sfalutes, the Land Subdivision Ordinance of the County of St. Croix and the Town of Springfield in surveying and mapping same. �,\"`Np5111 d r O f tUP JL /nhlir. - r EDWINC. FLANVI 5-24 AMER) ' R Y G ,I`ltSq ` tom Jf''�ti0 SUtZ�l��� xM1 � � `i�� D 5ach parcel shown on this map (plat) is subject to State and Coun laws, rules and regulations (i.e., wetlands, minimm lot si7,% access to parcel, eic Before purchasing or developing any parcel contact the St Croix County Zoning Office and the Town of Springfield for advke SHEET 2 OF 2 SHEETS Vol. 17 Page 4598 I SAFETY _ WARNING — Risk of electric shock. This pump is SAFETY GUIDELINES supplied with a grounding conductor and /or grounding 1. Read all instructions and safety guidelines type attachment plug. To reduce the risk of electric thoroughly. Failure to follow the guidelines and the shock, be certain that it is connected to a properly instructions could result in serious bodily injury grounded grounding type receptacle. and /or property damage. 2. DO NOT USE TO PUMP FLAMMABLE OR Your 115V effluent pump is equipped with a 3 -prong EXPLOSIVE FLUIDS SUCH AS GASOLINE, electrical plug. The third prong is to ground the pump to FUEL OIL, KEROSENE, ETC. DO NOT USE IN prevent possible electrical shock hazard. Do not remove EXPLOSIVE ATMOSPHERES OR HAZARDOUS the third prong from the plug. A separate branch circuit is LOCATIONS A S CLASSIFIED B Y NEC, ANSI /NFPA70. FAILURE TO FOLLOW THIS recommended. Do not use an extension cord. WARNING CAN RESULT IN PERSONAL INJURY When a pump is in a basin, etc. do not touch motor, pipes AND /OR PROPERTY DAMAGE. or water until unit is unplugged or shut off. If your 3 During normal operation the pump is immersed in installation has water or moisture present, do nottouch wet area until all power has been turned off. If shut -off box is water. Also, during rain storms, water may be not accessible, call the electric company to shutoff service present in the surrounding area of the pump. Caution must be used to prevent bodily injury to the house, or call your local fire department for when working near the pump: instructions. Failure to follow this warning can result in fatal electrical shock. a. The plug must be removed from the receptacle The flexible PVC jacketed cord assembly mounted to the prior to touching, servicing or repairing the pump. pump must not be modified in any way, with the exception of shortening the cord to fit into a control panel. Any splice b. To minimize possible fatal electrical shock hazard, between the pump and the control panel must be made extreme care stWuld be used when changing within a junction box and mounted outside of the basin, and fuses. Do not stand in water while changing fuses comply with the National Electrical Code. Do not use the or insert your finger into the fuse socket. power cord for lifting the pump. 4. Do not run the pump in a dry basin. If the pump is The pump motor is equipped with an automatic resetting run in a dry basin, the surface temperature of the thermal projector and may restart unexpectedly. Projector pump will rise to a high level. This high level could tipping is an indication of motor overloading as a result of cause skin burns if the pump is touched and will operating the pump at low heads (low discharge restriction), cause serious damage to your pump. excessively high or low voltage, inadequate wiring, incorrect 5. Do not oil the motor. The pump housing is sealed. motor connections, or a defective motor or pump. A high grade dielectric oil devoid of water has FLOW LITERS /MINUTE been put into the motor housing at the factory. Use of other oil could cause serious electric shock o so 16o zoo 320 and /or permanent damage to the pump. 60 15.0 6. This pump's motor housing is filled with a dielectric lubricant at the factory for optimum 40 12. s motor heat transfer and lifetime lubrication of the 0� bearings. Use of any other lubricant could cause Li W 30 10.0 W damage and void the warranty. This lubricant is non - toxic; however, if it escapes the motor 1 7. s i housing, it should be removed from the surface Q 20 quickly by placing newspapers or other absorbent material on the water surface to soak it up, so _ r aquatic life is undisturbed. to z. s 7. In any installation where property damage and /or personal injury might result from an inoperative or 0 0 leaking pump due to power outages, discharge 0 20 , ao 60 ao 100 line blockage, or any other reason, a backup FLOW GALLONS /MINUTE system(s) and /or alarm should be used. PUMP P REORMANCE CURVE 2 S ( 1 ` 1 60HZ 3 SPECIFICATIONS DESCRIPTION Little Giant Submersible Effluent Pumps are designed for DISCHARGE: 1% inch NPT vertical use in normal sump and general dewatering applications INTAKE: % inch screened opening where higher pressure is required. The pump is designed for pumping non - explosive, non - corrosive liquids with up HOUSING: Cast Iron to % inch spherical solids. Do not use for raw sewage. VOLUTE: ABS Plastic Automatic operation can be achieved with the use of the IMPELLER: Closed design with stainless steel wear ring RFS Remote Float Switch. Other accessories such as g g basins, check valves and covers are also available. MOTOR: Single phase induction 1750 RPM, with All models have a 1 -' /2 ' NPT discharge. Do not overtighten automatic reset thermal overload protection discharge pipe into pump volute discharge. HARDWARE: 300 series stainless steel THRUST BEARING: Ball UNPACKING RADIAL BEARING: Sleeve - Permanent lubrication Little Giant pumps are carefully packaged, inspected and SHAFT SEAL: Mechanical, spring loaded, stationary tested to insure safe operation and delivery. When you receive carbon with rotating ceramic seat your pump, examine it carefully to determine that there are no IMPELLER SEAL: U -cup, Nitrile broken or damaged parts that may have occurred during shipment. If damage has occurred, make notation and notify VOLUTE SEAL: O -ring, formed Nitrile the firm from which you purchased the pump and they will MOTOR HOUSING /UPPER VOLUTE SEAL: assist you in replacement or repair, if required. Vellumoid gasket POWER CORD: 16 AWG 3- conductor copper stranded COOLING: The motor housing contains a cooling oil to provide cooling for the motor and to lubricate bearings and seals. These pumps are capable or operating with the motor housing partially exposed for extended periods of time, providing sufficient motor cooling and bearing lubrication, however, for the best cooling and longest motor life, the liquid level being pumped should normally be above the top of the cast iron motor housing. 9EH SERIES —11.64 5.65 9.34 0 1- 1 1/2" DISCHARGE 8.94 O 3.91 qTT / SCREEN TO PASS' /." SOLIDS 2 I