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020-1107-00-050
. n e o I■'0 n ti Col 2 ■ t \ § ° • �0 §� k � . \ i :C1) f ` \ / 0 A c E ¥ / � , @ a E ® - % ,Dig' z \ ® t S w E , m m ° , ¥ \ § ( % k § § § / ( j :=• § 0 / (I I I : C Z ro) = Z ƒ % c E'= �, , \ ® co 2 E ƒ ; N 4 VCD i Q / \ § / n r ■ 1 o ® § & § • : § z 0 0 0/ I 2 73 § § § ' < z / 3 § @ \ i $ > I $ 7 a v q \i \ @ g g d - 0 = 2 R ° 9 � e ¥ \ � & 2 � m ■ 2 & c § z / = £ o K 9 o ° a - Nth � I f - % ) 2 X 2 r i } 2 & 3 E \ = \ / / ni 1 _ 0) _ / ' k { Illh g .. CO 'V j 2 § cri i 0 \ $ 2 o ; z $ 7 z 1 * 2 { I » 2 {k � i_$ § I f \k a 0 oz % =3o m & i \\ ) 0a ¥ ) I �� @ E_ � (R �\ § co v 2 [ i I ■ I 7 / § P\ _o �§ ' 0 I Wisconsin Department of Commerce PRIVATE SEWAGE SYSTEM County. St. Croix Safety and Building Division, INSPECTION REPORT Sanitary Permit No: 453047 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: Garbe, Roger Hudson Township 620—/M a "0 gt CST BM Elev: Insp. BM Elev: BM Description: Section/Town /Range /Map No: /CC_- . I c` -, T VU-k- M . 05.29.19. 2 A TANK INFORMATION ELEVATION DATA TYPE MANUFACTURER CAPACITY STATION BS HI FS ELEV. Septic } ,�r4 c f t / / Z .,.,,,_4_, Benchmark � (lt ri ,..n. 2 1, 1c2.11 loci 1 Dosing /, ( c- ,. C�` C- Alt. BM ..,, G ` 7 ,1 �r4 _L > v. Z� (T3 c 7 / Aeration Bldg. Sewer - 5 7 2.1.-c ` ) Holding ` "` _ –_ -- St/Ht Inlet . fi r` – St/Ht Outlet TANK SETBACK INFORMATION TANK TO P/L WELL BLDG. Vent to Air Intake ROAD Dt Inlet I Septic 5\„;c7.1 , ) Dt Bottom ) ' > ■ n —71) ... -_ F46 IL .C- ( �,,y , '� i Dosing Header /Man. ,.1 8. �- 9-3 . c'L. ,' 7 \ < < (� S 7 - 34 9'f. . I Aeration Dist. Pipe Holding Bot. System rr `i - 3 t '12.71 r 4 . c 93 a..< (•6, k t_../ Final Grade PUMP /SIPHON INFORMATION c�.r, y -/ c% 7, /C Manufacturer Demand St Cover c ` ,...L.1.. – , ,i GPM Model Number c, �\ ,- `� is TDH Lift Friction Loss System Head TDH Ft rZ Forcemain Length ._ , Dia. Dist. to Well L.c. `J - ,1 f,. r, t- , 4. SOIL ABSORPTION SYSTEM 7,, BED /TRENCH Width Length No. Of Trenches PIT DIMENSIONS No. Of Pits Inside Dia. Liquid Depth I DIMENSIONS ' / ' z'./ � —. -. __. SETBACK SYSTEM TO P/L BLDG WELL LAKE /STREAM LEACHING Manufacturer: INFORMATION CHAMBER OR 6 , L.<1. (F. -)�. �'L Type Of System: , r / -" UNIT Model Number: 1 . . C v n c�,: vt -�. c- v, w- c:- I 3 .1-,,, . t S f e DISTRIBUTION SYSTEM ► 3PA/ +t ,,, n )-- Header /Manifold Distribution x Hole Size x Hole Spacing Vent to Air Intake Pipe(s) u._ -. N,_._ ,--_ 5 Length ,., ' Dia 2 �. Length Dia 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 No Yes No COMMENTS: (Include code discrepencies, persons present, etc.) Inspection #1: ' / Z7 / '-'1 Inspection #2: / / k.-.w ( Location: 703 County Road N Hudson, WI 54016 (SW 1/4 NW 1/4 5 T29N R19W) NA Lot 1 Parcel No: 05.29.19. 1.) Alt BM Description = --1 `.: . ':' c ( , -.:,. v' `� .,• � <� c� [�. �- f f 4fe 4,1 d�r �/ c 7 .� • - amount of cover `f e'•-1,---` � ' C. y )� �� ' r 1)-�'Y r` de ' 2.) Bldg sewer length .Se c,rak` ir--6 4� .j _ ti�1 r^r cam t r' 1 `�r �ft. / S�/•l��+'' 7 �I' h�1a;n/ �ciY e a c c c;. �� A �v �, tic .... / e `.c 1 rJW Lo r A..2�. d2 Sal;-1e -i" c.- �o.) -e, n nu?t � � / hX - t ' - 5all.eC Plan revision Required? Yes No j1 l7 C --�/)� ` I/66 Use other side for additional informs o �( / / ) SBD -6710 (R.3/97) Date Insepctor's Signature Cert. No 1 Safety and Buildings Division wa e , .4 /7 .0 . 201 W. Washington Ave " • r `; ✓ l r Sani Permit Number (to be filled in by Co.) M adison, WI 370 ITI► L Nu 0 I r ` � 1 ��consiin (60S) 2: I -654 T'.7 Departmen of Com merce ' 2 0 rate plan LD. Number Sanitary Perm Applicat r R. `L In accord with Comm 83.21, Wis. Adm. Code, personal information y u provide may be used for secondary P►uPosea Privacy Law, s15.04( i X ) � 1 ` , , ; r: i . x - ! ��s I. Pro ass (if different mania address) / Application Information - Please Print All Information ( 0� Parcel # Lot j B1aelF+lt P Owner's Name / — perti o Cr Pro si Property Owner's d ing Address Q / - 1 5.- G ,i p[. A Q //6 r' M V 6 � � ' A? D �(/ /.. / �o G�(fl., section s . , StatA Zip Code / Phone Number l (C7 t T N; R/ " . lr W t • e of Building (check all that apply) em ' • S `^ t , 7 1fa l ber f? G • r 2 Family Dwelling - Number of Bedrooms • % C A u ,v, / T r a \ D PublicCommercial - Describe use l / /J A- / 0 (l 3 ._ OCity �Yilla Township of ❑ State Awned - Describe Use �) 55,E a J / _ IIL Type Permit: (Cheek only one box on line A. Complete line B if applicable) A. ❑ Other Modification to Existing System ew System ❑R eplacement System ❑ Treatment/Holding Te Replacement Only B. Q Permit Renewal ❑ Permit Revision ❑ Change of ❑ Permit Transfer to New List Previous Permit Number and Date Issued Before Expiration Plumber Owner IV. Type of POWTS System: (Check all that apply) ►. . on Pressurized in•Ground ❑ Mound > 24 in. of suitable soil ❑ Mound <24 in. of suitable soil ❑ At-Grade ❑ Single Pass Sand Finer ❑ 0 Constructed Wetland ❑ Pressurized In round 0 Holding Tank ❑ Peat Filter ❑ Aerobic Treatment Unit 0 Recirculating Sand Filter Pipe ❑ Other (explain) ❑ Gravel -less Pi Recirculating Synthetic Media Filter bin Chamber 0 Drip Line ,��`� V. Dispersal/Treatment Area I ormation: s+O Dispersal Area Required (af) Dis. :: Area Proposed (sf) Eleeva ��, T 'ga Flo / w (gpd) Design Soil Application Rate(�daf) P al -Z__ %� / �- J V ( Ol 1. / `� D Prefab Site S Fiber plastic VL Tank Info Capacity in Total Number Manufacturer Gallons Gallons of Units , Concrete Constructed Glass New Existing Tanks Tanks �717�/ Septa a Healing Took -^. � '� � s L_ . A / - Aerobia Treatment Unit Dosing Chamber .K 7A -S . C. 1 $ ' . VII. Responsibility St eat I, the uncle // �� s nett, assume responsibility for installation of the POWTS shown on the attached plans. P . - 's Nam m r e (Print - Plu s Signature MP/MPRS Number ( Business Phone Number r /I / 2_ t-() 19 /. 2A- Y_; L Plumber's Address (Street, City, State, Zip .• / 1 3 ♦ / L VIII. County/Department Use Only / Sanitary Permit Fee (- Ludes Groundwater , Date issued ' Is�uin gent Signature o tamps) ■ Approved ❑ Disapproved Surcharge Fa) r y � / Zq / 0 Owner Given Reason for Denial S tJ / / t � IX. Conditions of Approval/Reasons for Disapproval SYSTEM OWNER: NER: -6 o ce 3� R - r5 C.n�� V `) ro.r r� � 0 1 Septic tank, effluent filter and S�S ,.A dispersal cell must all be serviced / maintained .. 1 a�. * � y�/Q as per management plan provided by plumber ' � S ! ti � , 3 e � 07 (s 2. All setback requirements must be maintained hS In .. s as per applicable code /ordinances p — cN ca 1 iS 3 t` J S s � —� Attach complete plans (to the County only) for the system ea paper not less than 81/2 k 11 Inches in size SBD -6398 (R. 08/02) i PLOT 'LAN PROJECT Roaer Garbe i �' . ESS 1625 Namekoaon St. Unit 40 Hudson Wi 54016 SW 1/4 NW 1/4S 5 /T 29 ' r / TOWN Hudson COUNTY ST. CROIX MPRS Shaun Bird 226900 / ' DATE /22/04 4 BEDROOM CONVENTIONAL XXX IN- GROUND if SSURE CONVENTIONAL LIFT XXX HOLDING TANK MOUND SEPTIC TANK SIZE 1255 gallons LIFT TANK SIZE 765 DOSE TANK SIZE HOLDING TANK SIZE LOAD RATE .5 ABSORPTION AREA 1212 # of chambers 39 , BENCHMARK V.R.P. Top of 2 "Pipe ASSUME ELEVATION 100' Filter Zabel A -100 ❑ BOREHOLE O WELL *H.R.P. Same as Benchmark Alt. BM Top of 2" Pipe @ 100.1' SYSTEM ELEVATION 93.192.5/92.0 Well is to meet all Plans Designed Using setbacks required by Conventional Powts WDNR Manual Version 2.0 95' 1 * : IL ! Pro e Line I I -41 „�, 10' • 10' h r i 1 B -4 45' Vents 1 _ : -3 75' 1\1 ■411fttri , il l ii li l i r r-Z1 ■ ' Area of soils not suitable for 10' • 90 conventional system • Please note: tested area B-2 lies in a specific 4% location, system will be Slope Combo Tank installed "backwards” B -1 from the ravine heading 96' west, as many chambers as possible 70' 'PE rt34 fit i1lte used per trench, X 3' ' Spacing Cells until soils change, exact dimensions of system �., will need to be noted in -,. revision once system is Pro 4 Bedroom installed. Design is a House approxiamate system location. `.,- _ op Vent Valley /Gorge >6„ Standard Biodiffuser of Cover Leaching Chamber C ovl I with 31.1 ft2 of Area 6' Long libik Grade at System Elevation 34" V Cty Rd N PLOT 'LAN PROJECT Roaer Garbe ' ESS 1625 Namekoaon St. Unit 40 Hudson Wi 54016 SW 1/4' NW 1/4S 5 /T 29 TOWN Hudson COUNTY ST. CROIX MPRS Shaun Bird 226900 DATE BEDROOM 4 CONVENTIONAL XXX IN- GROUND LieSSURE CONVENTIONAL LIFT XXX HOLDING TANK MOUND SEPTIC TANK SIZE 1255 gallons LIFT TANK SIZE 765 DOSE TANK SIZE HOLDING TANK SIZE LOAD RATE .5 ABSORPTION AREA 1212 # of chambers 39 BENCHMARK V.R.P. Top of 2 "Pipe ASSUME ELEVATION 100' Filter Zabel A -100 ❑ BOREHOLE 0 WELL *H.R.P. Same as Benchmark Alt. BM Top of 2" Pipe @ 100.1' SYSTEM ELEVATION 93.192.5/92.0 Well is to meet all Plans Designed Using setbacks required by Conventional Powts WDNR Manual Version 2.0 95' 1* : t , Pro . ert Line • 10 , gz Vents Mid $' c < n 5/ L ` Area of soils not suitable for • 10' conventional system • Please note: tested area B-2 °? lies in a specific 4% location, system will be Slope • 15' I Combo Tank installed "backwards" from the ravine heading B -1 96' west, as many chambers as possible 3 -3' X 83' Cells 70' PE rt3 lzl1e used per trench, with >3' Spacing until soils change, exact dimensions of system will need to be noted in revision once system is Pro 4 Bedroom installed. Design is a House approxiamate system location. imp Vent Valley /Gorge >6„ Standard Biodiffuser of Cover Leaching Chamber with 31.1 ft2 of Area 6' Long 34" Grade at System Elevation • Cty Rd N r s ,Wisconsin Department of Commerce SOIL EVALUATION REPORT Page of Division of Safety and Buildings in accordance with Comm 85, Wis. Adm. Code Attach complete site plan on paper not less than 8 1/2 x 11 inches in size. Plan must County `, ( 0 include, but not limited to: vertical and horizontal reference point (BM), direction and Parcel I.D .p percent slope, scale or dimensions, north 'allow, PntriVtitia" h, nearest road. Please print all in R = 'ewes by Date 1 Personal information you provide may be used for secondary purposes (Privacy Law, s 15.04 (1) (m)). a -,, L'...- ' , , 2' W ) —.Aar 'Alil Property Owner MAY 1 3 21103 F roperty Location / (�� R. L/� /l cz r (44 & r I"� CRQiX COUNTY Govt. Lot5� 1/W � /4 S 5 Ta. N R / ] E (orr r Property Owner's Mailing Addre i� ZONING OFFICE lot # Block # Slid. Name or CSM# !!! [ 7 lam/! , City State &o o de Phone Number ❑City ❑ Vi age Town Nearest Road 6 /7 - e4 - p ✓ 114 1 IvY& I (7 l✓ )il� /d�7�.3 /-� �.en/ 1 e 1.a6t I's New Construction Use Residential / Number of bedrooms 3 .9.-. Code derived design flow rate 6 G � - — GPD ❑ Replacement ❑ or commercial - Describe: Parent material a y r Flood Plain elevation if applicable /.-/ /1 ft. and recommendations: rnme comments iI`'' /� or ' Id- /, 7�0 ! / and recommendadations: � ,� t /e,,,./cot / �� Boring � ./ V: b. 1St FEB. ? e1o7 l am# 1 pit Ground su rface elev. ' ft. Depth to limiting factor in. Soli Application Rate E4 Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ff in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. Eff#1 Eff h. • •#2 1 0 —L /dy. 2 ---- -- ,-- � ' r a�.. s ' 8 • 2 /3 && /Or, Sly e.,1 si/ -' 024 i'&1> 1 ) Z l i ) .0 .» 3 yg/ / PPer 7' /.Z . ' , 0,57 M l v/4- N2 , S ,g .r • Boring # Boring I Pit Ground surface elev. �.4 i / ft. Depth to limiting factor / in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ff in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. •Eff#1 'Eff#2 1 0--13 ` ' aVZ '� �• „' /- ,' C'7 a . , S . 3 . (o 2 /3 -t' J J fly , s /y `--'— V Aos , -- t. 2 1-C -a . 3 , z • Effluent #1 = BOD > 30 < 220 mg/L and TSS >30 < 150 • /// • Effluent #2 = BOD < 30 mg/L and TSS < 30 mg/L CST Name (Please Print) S' - 4( re CST Number Bird Plumbing, Inc. Shaun Bird 226900 Address / Date Evaluation Conducted Telephone Number 1008 192nd Ave, New Richmond, WI 54017 , ,-- /o 3 715 - 246 -4516 Property Owner _ Parcel ID # Page of 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 GPDIft? in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *OW •Eff#2 1 /a H2, •---_ -, . i , -, in, (7 a -s ,g • 2 /44-10. Ors /r e-/ O2M -sXk / ppi; l `-/ , •4 3 Vol-Pi/a //h� --- r1 ' ©s 47 • ,/,,) /v/.1 od -`3.10 __ 647 I Boring # BO ri" � pit Ground surface elev� l ft. Depth to limiting factor 7 i n. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ff in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 •Eff#2 1 / [-A, „...---- _ ,. 7f)- ( At , $ 's . 2 /1-3.t , -. -0 c/' ().)1/ ��, �{/ / -,/ ..e • <( 3 �-� $ �s / I vii -7 /, i G �y � 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 GPD/ff in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 •Eff#2 • Effluent #1 = BOD > 30 < 220 mglL 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 (8.6/00) . Soil Test Plot Plan Project Name R Charles Garbe Shay' Address 772 Cty Rd N Hudson Wi 54016 �; M #226900 Lot Subdivision Date 5/12/03 SW 1/4 NW 1/4S 5 T 29 N /Ri9 W Township Hudson 0 Boring Q Well PL Property Line County ST. CROIX BM or VRP Assume Elevation 100 ft. Top of 2" pipe System Elevation 93.1/92.5/92.0 *HRpSame as Benchmark Alt. BM Top of 2" Pipe @ 100.1' 95' dI B. 4 : u Property Line 10' 10' 45' B - 4 2 . I - J 75' 40' .g,' ■ Pro 3/4 Bedroom • 10' y 5 , House __ 97' 4% Slope • Area of soils not suitable for Valley /Gorge � 96 , conventional system o 0 g V Cty Rd N CHAMBER • CROSS SECTION. AND SFEs.I jC,gTIOrS • SEPTIC TANK � :PUMP C�. y�EaTNfRPRflflF APPRQV �D ., WIN . ABQV E GRADG E ,vEA BOX MANHOLE COVER C;;; VENT PIPE 12" OR WITH CON DUIT w� PADLOCK 6 y FROM DOOR INTAKE . i (1 , { r' { /,.�� /' ow WARNING / LABEL. FRESk AIR � ' �„ MIN • F GRADE sY" a : Z.D. ISu M1 N. 1.1173 - . . LI i i 1 n A CJ i ' • SJ ED IAtLET S EALS I�� TIGH . • '` inn' wA T£g T ;GHT S _ SEAL i . tiLM APPROVED FIFE B _ ' � i t APFROYEfl j OFF PiFE 3` ONTO SOLID PLOW OE'F E1� FT D am. $OI • BED VN TANI( CONCR E PAL 3 � APPROVED / �i � 17 a..� / SI CAT Z KBR ,DOSES f SEPTIC / DOSE R£R: - - ` '' T MA DOSE VOLUME INCLUDI I �� GM... MANUFACT I ��� GAL. FL Oyrg DI _�._ ( ���GAL- S ; S EPTIC - 6R • F = off. X INCHES = 1 ... � - SI2 TIES GAL - TANK DOSE � CAPACITIE - ' �• . 2 INCHES 7YACR ` �. 8 = C �L ALARM MODEL NUMBER: ��; / C = I NCHES = / - ---. SWITCH TYPE : � ! 3 � sW 1 INCHES ... ---•r � r rtc MANUFACTURER : - sue. D R 16.23 wI►C pVl4P MA FA 'Mgr, �� I LH MjtiB�R :. ,..�� .�. id IRR� AS PER HODEL TYPE= P4ti�iF £ ALARM FEET SWITCH i G P M RATE a`- ---- PIPE �---- FEE? REQUIRED DISCHARGE FFER NC EEN ?LIMP OFF . DISTRReu' - - - FEET CE $ETW � - R ;C' FACTOR FEE? V TN DIFFERS PRESSURE - D IC H ,D X /- 3 FT/1" FTO`FAL + MINIMUM FEE OFO --=�" � DIAMETER _.._ -�-- Dt+t or P�U ' TANK : LE NUTK -,� INTERNAL O iMEA7 3.491 I i 6149d6)0K"E LICENSE H$LR - . SIGNED= / ;/88 TOTAL DYNAMIC HEAD /CAPACITY w w HEAD CAPACITY CURVE PER MINUTE MODELS 53/55/57/59 EFFLUENT AND DEWATERING 25 Model 53/55/57/59 6 _ 20 �'% o Ft. Meters Gal. Ltrs. a _ 5 1.5 43 163 c.) 15 I a �. ` 10 3.1 34 129 Z 4 �: m '*1 15 4.6 19 72 a , 10 1 o Shut — off Head 19.25 ft. (5.9m) 2— \ 5 I --�3 15/16- -6 5/32 —H 4 5/8 0 1 1/2 —11 1/2 NPT U.S. GALLONS 10 0 30 40 50 a , LITERS g 3 15 16 0 80 160 #„ / FLOW PER MINUTE 009897 ' '�� b �tlr \� 4 1/16 CONSULT FACTORY FOR SPECIAL APPLICATIONS I I Variable level float switches available. Variable level long cycle systems available. } A Ic1 a Available with special cord lengths of 15', 25', 35' and 50'. f. i i Alarm systems available. 10 1/16 ; Mil Duplex systems available. I_ I t a � � ' 3 3/32 t'1Ahm� sKe59 • t Single Seal Control Selection Listings SELECTION CO.CE Model Volts Phase Mode Amps Simplex Duplex CSA UL 1. Integral float operated mechanical switch, no external control required. M53/55 & M57/59 115 1 Auto 9.7 1 Y Y 2. Single piggyback variable level float switch or double piggyback variable level N53/55 & N57/59 115 1 Non 9.7 2 3 or 4 & 5 Y Y float switch. Refer to FM0477. BN53 115 1 Auto 9.7 Y Y 3. Mechanical alternator "M -Pak" 10 -0072 or 10 -0075. ` B57 0 1 Auto 4.8 ` N Y * BE53/57 23 230 1 Auto 4.8 Y Y 4. See FM0712 for correct model of Electrical Alternator. D53/55 & D57/59 230 1 Auto 4.8 1 _ Y Y 5. Variable level control switch 10 - 0225 used as a control activator, with Electrical E53/55 & E57/59 230 1 Non 4.8 2 3 or 4 & 5 Y Y Alternator (3) or (4) float system. * Single piggyback switch included. IA CAUTION 1 For information on additional Zoeller products refer to catalog on Piggyback Variable Level Float Switches, FM0477 .rIsteXation of cor 'c s, ; o ct 0r: devices and wiring should be done by a qualified Electrical Alternator, FM0486; Mechanical Alternator, FM0495; Sump /Sewage Basins, FM0487; and Single Phase icenst,d a1 r+5a Sid. e sc*rn.a. and safety canes should be to6owed including the rncsr Simplex Pump ControWAlarm Systems, FM0732. µµ ±ecert .00a; Electric is Code (NEC) and the Occupational Safety and Health Act (OSHA). '' �2 °°D DES .„ For unusual conditions a reserve safety factor is engineered into the design of every Zoeller pump. MAIL TO: P.O. BOX 16347 C.4 � ,= Louisville, KY 40256-0347 Manufacturers of. . - � t . SHIP TO: 3649 Cane Run Road " ® L ouisville, KY 40211 -1961 Qunzirr , /939" ' PUMP !O. (502) 778 - 2731.1(800) 928 -PUMP http://www.zoellercom FAX (502) 774 -3624 ------- - - - - -- --- - - -- -- © Copyright 2002 Zoeller Co. All rights reserved. Maintenance and Contingency Plan for a Septic System Maintenance Plan 1. Septic Tank is to be pumped once every 3 years. 2. Effluent filter is to be cleaned once a year. Please note: a larger filter is being installed in order to extend the maintenance interval of the filter. 3. Once every 3 years, cells are to be inspected via the inspections pipes at the ends of the cells. 4. Owner agrees to limit greases, garbage, and water conditioner discharge into the system. 5. The owner agrees to save this plan. 6. Do not plant trees nor park nor drive over system. 7. Watershed is to be diverted away from system. 8. Discharge into system is not exceed those required as per Comm. 83 Contingency Plan Opti #1. If system fails, determine cause of failure, use alternate area and install new system in tested replacement area. f Option #2. stall system at a lower elevation, by removing chambers, removing biomat, an new system. Opt #3. No adequate area is suitable for replacement area, and system elevation ca nont be lowered. Install holding tank as last resort. 3. Replace any other failing components as needed. Plumber: Shaun Bird 715- 246 -4516 St. Croix County Zoning 715 - 386 -4680 . Pumper Tom Mondor 715 - 246 -5148 Shaun Bird #226900 ST CROIX COUNTY /� ,i / -/ 3 SEPTIC -TANK MAINTENANCE AGREEMENT 7 • .AND OWNERSHIP CERTIFICATION FORM Owner/Buyer ' / / Mailing Address � �� . 7- ,t Property Address 11 k fir- (Verification required from Planning Department for , construction) City /State Parcel Identification Number - - 7/ 7'77Z) ( &A+ c6, � 1 LEG AL pESC RIPTION / Property Loeatio n-5-CJ 1/ Pl -J 1 /,, Sec. , T a / N -R /1 w, Town of jfi Lot ) ) . Subdivision L2 — , �� ` Volume Page # Certified Survey Map # bX - C. , Volume Page # o Warranty Deed # .__, Spec es no Lot lines identifiably es 0 no P ho use 0 Y % SYSTEM a DI CE use i use and maintenance of your septic system could result in its premature failure to handle wastes. Proper maintenance consists of pumping m out the septic tank every three years or sooner, if needed by a licensed pumper. What you put into the system s can affect the function of the septic tank as a treatment stage in the waste disp osal Y stem. The property owner agrees to submit to St. Croix Zoning Department a certification form, signed by the owner and by a master plumber, journeyman plumber, restrictedplumber or a licensed pumper verifying that (1) the on -site wastewater disposal system is in proper operating condition and/or (2) after inspection and pumping (if necessary), the septic tank is less than 1/3 full of sludge. Uwe, the undersigned have read the above requirements and agree to maintain the private sewage disposal system with the standards set forth, herein, as set by the Department of Commerce and the Department of Natural Resources, State of Wisconsin. �� 3 stating that your septic system has been maintained must be completed and returned to the St. Croix County Zoning days of the thre year expiration date. DATE SIGNA' OF APPLICANT OWNER CERTIFICATION I (we) certify that all statements on this form are to the in best of my (our) of D ee d s knowledge. I (we) a m (are) the owner(s) of deed the property described above, by virtue of a warranty 3 / r7� SIGNNAA RE OF APPLICANT DATE Any information that is mis- represented may result in the sanitary permit being revoked by the Zoning Department. * * * * ** ** Include with this application: a stamped warranty deed from the Register e Deeds fi n the warranty deed a copy of the certified survey p reference U 2531P 269 -7 72E DOCUMENT NUMBER • QUIT CLAIM DEED KATHLEEN H. WALSH REGISTER OF DEEDS ST. CROIX CO.. WI RECEIVED FOR RECORD R. Charles Garbe and Barbara J. Garbe, quit claims to goaer B., 03/22/2004 03:30PN Garbe and Rebecca A. Garbo husband and wife holding as survivorship QUIT GLAI?f DEED marital property, the following described real estate in St. Croix County, State of Wisconsin: EXEMPT 1 8 REC FEE: 11.00 TRANS FEE: COPY FEE: CC FEE: Lot On ) of Certified Survey Map as recorded in St. Croix County ^ GE3 Y P i Y :�ui:.;): 1 aster of Deeds on July 22, 2003, in Volume 17, Page 4566, as Document Number 731577 as located in part of the Southwest Quarter of the Northwest uar Quarter (SW 1/4 of NW 1/4) of Section Thirty Five (35), Township Twenty Nine (29) North, Range Nineteen (19) West, Town of Hudson, St. Croix County, Wisconsin. NAME AND RETURN ADDRESS r (3 €1" 6• GgNbi 1625" Nc liek Ale., sot yo Muds.n , iv4 b y !6 v� 020 - 1107 -00 -000 Parcel Identification Number This is not homestead property. �� Dated this O+p•4,6k day of March, 2004. (SEAL) k -",`' (SEAL) R. Cha es Garbe (SEAL) g ��G(/l/L�{J _�L' , 471 - 4 .1 - 1--- (SEAL) Bar ara J. Garbe (/ AUTHENTICATION ACKNOWLEDGMENT Signatures STATE OF WISCONSIN ) C!e ( COUNTY ) G L 4/, ' , a uthenticated this day of March, 2004 Personally came before me thin + I r. i March, 2004, the above named R,;' • S. ., and Barbara J. Garbe to me kno (.J' 00 z persons who executed the foreg •, ': 11 and acknowledge the same. ti * Leo A. Beskar 9 ' Y� • ; ''1i , ` Q ", ■ 4111111, TITLE: MEMBER STATE BAR OF WISCONSIN 11 ` (If not, * • �� w. � / (R .................... ..,....,.•�•``�, authorized by 5706.06, Wis. Stats.) `( ' THIS INSTRUMENT WAS DRAFTED BY: Notary Public S i C es2 County, Wis. Leo A. Beskar, Attorney My commission is permanent. (If not, expiration date: RODLI, BESKAR, BOLES & KRUEGER, S.C. O1 )4/0—) ) 219 North Main Street, P. O. Box 138 River Falls, WI 54022 7 3 1 S 7 7 VOL 17 PAGE 4566 KATHLEEN H. WALSH REGISTER OF DEEDS ST. CROIX CO., WI RECEIVED FOR RECORD 07/22/2003 03:30PN CERTIFIED SURVEY MAP CERTIFIED SURVEY MAP LOCATED IN PART OF THE SW 1 /4 OF THE NW 1 /4 REC FEE: 13.00 OF SECTION 35, T29N, R19W, TOWN OF HUDSON, COPY FEE: 3.00 ST. CROIX COUNTY, WISCONSIN. PAGES: 2 PREPARED FOR: CHARLES GARBE APPROVED 0 772 CTH N ST. CROIX COUNTY N F' w HUDSON, WI 54016 Planning Zooms ars! oaHrs r -. -.oe SURVEYOR: JUL 2 2 2003 w THOMAS M. HEALY 0 O S & N LAND SURVEYING, INC. If not recoraea wiuun �U clays ut 2920 ENLOE STREET Y w v approval date approval s hall Oa v w HUDSON, WI 54016 Z : _NW CORNER OF null and void SECTION 35 O w� i \ 1 w3 UMPLIVFED Ln,R91:@ /1 cn on 0) O�Gv]CD C3V VIMIEG3g z ~ c g o co ' CO n ? O I I I co J ,_ —__ �— COUNry ---- ---_ -- o ==- =— UIVK HIGHW NN __' — v- — == —_b • o , co_ - 8 4113 • — 3E _94.2T -. ....-6 1 V ao 1 i g I SOUTH RIGHT -OF -WAY I 0' co T i_ UNE OF CTH "N' PER s N VOL. 1004, PG 461, �_ Fl w I EXISTING FENCE g La q 1 1 DOC. N0.497988 I� S N �O 9 . ....... ................... a °�' Q � �° Q y � j 0 Z LOT 1 s. 2 M1 Ile � QQ u 3.01 ACRES W �I 00 A ( (131,089 SO. FT.) it 1 Q O � 1 I Q l d I N U Z LL + °o D I CI CXN o Note: a I * in The St. Croix County Zoning Department AJ) „ i �__� g must be contacted for approval before @1,1g +13'+ disturbing slopes greater than 20 %. 1 N89°32'2419 481.09' • DI O I 1 ORE H D DV PL IVVIAI2 LEGEND S FOUND ALUMINUM ST. CROIX COUNTY SECTION CORNER MONUMENT O SET 1" OUTSIDE DIAMETER BY 18" LONG IRON PIPE, WEIGHING 1.13 LBS. PER LINEAR FOOT __WEST 1/4 CORNER BUILDING SETBACK UNE ` - -' OF SECTION 35 .41%` THO 1//1,0 SCALE IN FEET 1" = 100' / DSON, M= MIN ■IIIIMI 100 0 100 1 WI ..k0 �° SUFI 4. THIS INSTRUMENT DRAFTED BY: BRIANA GEISSINGER JOB NO. 6196 -02 DATE: 05/14/2003 REVISED: 7/22/2003 SHEET 1 OF 2 SHEETS vol. 17 Page 4566 PUMP PERFORMANCE CURVE w PUMP PERFORMANCE CURVE PUMP PERFORMANCE CURVE SUMP / EFFLUENT MODELS w EFFLUET MODELS 3 /8 ",1 /2" &3 /4"SOLID PASSING CAPACITY + 3/8 ",1/2" $ 314" SOLIDS PASSING CAPACITY 141 42- 5 , MODEL 48 57/59 72 76 98 137/139 140/4140 151 152 153 • Feet Meters Gal. Liters Gal. Liters Gal. Liters Gal. Liters Gal. _ Liters Gal. Liters Gal. Liters Gal. Liters Gal. Liters Gal. Liters 40- :3 30 5 1.5 29 110 43 163 38 144 50 189 72 273 93 352 86 326 50 189 69 261 77 291 10 3.1 22 83 34 129 30 114 40 151 61 231 79 299 80 303 45 ' 170 61 231 70 265 39- 12 Mill 15 4.6 10 38 19 72 14 53 30 114 45 170 64 242 73 276 38 144 53 201 61 231 20 6.1 -- - - -- - -- 17 64 25 95 36 136 66 250 29 110 44 167 52 197 36 120 25 7.6 -- - -- -- -- -- - -- -- -- 8 30 59 223 16 61 34 129 42 159 11 30 9.1 -- - -- -- -- -- - -- -- -- - - 49 185 -- _ -- 23 87 33 125 34- 110 60 18.3 32- 11 u o ■, ■, ■■ 90 24.4 3o- 95 ■"■.■ 100 30.5 -- -- - -- - -- -- - - . -- -- - - -- -- - - - - - 28- 90 ,,, '� • � 120 36.6 130 39.6 26 ► Shut -off Head: 18 8. 5.5m 19.25 ft. 5.951) 18 ft.(5.5m) 25 ft.(7.6m) 23 ft.(7.0m) 26 ft.(7.9m) 50 ft.(15.2m) 30 ft.(9.1m) 38 ft.(11.6m) 44 ft.(13.4m) 24- 80 hid M il 0 22 70 „' ■1,- ■■ 161/4161 163/4163 165/4165 185/4185 186/4186 188/4188 189/4189 191 ,2 20 163 ,2 Gal. liters Gal. Liters Gal. Liters Gal. Liters Gal. Liters Gal. Liters Gal. Liters Gal. Liters 85 .",-, 100 379 61 231 61 231 - - 58 220 145 549 145 549 45 170 60 ,"„"", 93 352 61 231 61 231 - - 58 220 140 530 140 530 45 170 ,e- 4 6 6 ", 1 . ■ „ 1 85 322 60 227 61 231 - - 58 220 134 507 135 511 45 170 4 ` 4189 79 299 59 223 60 227 - - 58 220 128 484 131 496 45 170 55 - ` 70 265 57 216 59 223 -- - 58 220 122 462 125 473 45 170 16- 540, 440 „'1,■■■„ 62 235 55 206 58 220 85 322 58 220 116 439 120 454 45 170 45 14- ,,,"1`.■ 4888 ` 20 46 ' 76 33 125 50 189 5 193 58 220 394 i 90 341 413 1 97 367 45 170 ",\11„■■„ - 15 57 39 148 32 121 58 220 71 269 85 322 45 170 23 87 9 34 52 197 51 193 69 261 45 170 12 - 35 `'����I��� iG 74, ,1111 ■, ■_` - - -- - 10 - 38 = - 45 170 26 106 51 193 45 170 31 117 2 8 34 129 45 170 10- 30 ®,,',,,\l.■,_\ - - _. 16 80 = = 17 64 40 151 e 26 `'g" 1,1, ■ 4885 _\ - -- 4 15 _ 10 138 20 76 568.(17.1m) 665.(20.1m) 89 ft.(26.4m) 73 ft.(22.3m) 1145.(34.7m) 911t.(27.7m) 110 ft.(33.5m) 137 ft.(41.Bm) l 7! \li ip ` i.isom 4- , iiwi\11t-_!\'- 009922 2- '.,, \,,.I,,,,\` IA CAUTION I Model 185/4185 should not be subjected to less than 30 feet TDH. 48 7 53,55 76 137 I 0 57,59 139 NOTE: For Pump Performance on Model 112, Industrial column 1 + - �GALLONB to 24 30 40 50 60 70 80 90 100 110 tzo 130 140 150 explosion proof pump, see FMO219. 'LITERS 0 80 160 240 320 460 480 560 FLOW PER MINUTE ■ cn LJ SEWAGE AND MODEL 211 264 266 267 268 270/4270 282/4282 284/4284 292/4292 293/4293 294/4294 295/4295 H W Feat Me. .1.. LM Gal. . t L. Gal al. Ulan LJ� DEWATERING 62 310 90 34; a 4 .1 1 84 128 ea 127 4e1 179 78 G _ _ le, NS 1 , 424 132 500 19 ' 810 e0 53 201 _ 60 227 ' 89 331 e9 962 98 363 157 591 489 9 85 50 169 50 188 24- 80 1 ez __ 10 38 ,0 38 10 9e 64 1 9a 569 lee 25 7. 6 29 110 6 23 515 154 623 75 -.RR u. ■ 9 _ <z , w z,s ,�, <s9 m .mss 22 10 94 15 70 ` 56 2m 1m pa 60 18.3 70 21.3 13 49 59 5 20 B , , 56.8 Head 140515001 14550,) 21.6 2e6.64) zl500 e.ean _ 21.5 5.(6.218) 29 0.(8.8n4 26ni7.9m) 3snna 7m, unnzem m 11111161111 1 w6us2m1 e2 e.ne.aml i p 18- 60 iil ii -- 009904 x 55 - ■ -_ 0 16 0 E 14- 45 -- �'` ` `� IONMEMEM �� - r- 35 ■` ∎M■' , ■ ° 12- 40 \ PUMP PERFORMANCE CURVE 10- 30 'PAL ∎ ��� - \ M \ SEWAGE MODELS 8- 25 I� ■ \ �"' ■,\-_. ?� 2" SOLIDS PASSING CAPACITY 6- 20 411 5 I I ■ ■ ' , i 15 4- 10 \ \``'\fie`"'„ 2 5 ■ - -- — _ � - - II. 211 264 292 284 294 295 IA CAUTION I Model 293/4293 should not be 0 , subjected to less than 15 feet TDH. 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 160 170 180 190 200 210 220 23 GALLONS LITERS 1 1 1 1 1 l _._� ___. 0 80 160 240 320 400 480 560 640 720 800 FLOW PER MINUTE 61i: © Copyright 2003 Zoeller Co. All rights reserved. 6 SUGGESTED METHODS OF FLOAT INSTALLATION On some installations it may be desirable to install an independent hanger for the level control switches to avoid possible hang ups on the pumps, piping, valves, etc. Float hangers are available from Zoeller Company on Catalog Sheet FM0526 of can be fabricated from standard pipe and fittings. ACCESS COVER k • . , „ 1 Vrj� I � ® IJ I a STANDARD PIPE FLANGE 'il• I , • 11 11 Min 1 10-1457 ■ 1 II FLOAT WITH 3 FLOATS HON PVC OR LIGHT WEIGHT PEAGRAVEL STAINLESS STEEL PIPE SKI TYPICAL FLOAT HANGER ON CONCRETE PITS SK1218 TYPICAL FLOAT HANGER ON STEEL COVER PITS OR SEPTIC TANK RISERS "EXTRA PROTECTION SYSTEMS" TWO PUMP SYSTEM ALARM The "Extra Protection" Two Pump system is an economical solution to the costly duplex alternating PIN 70 -0028 ILLUSTRATED pump system and its easy to install. (JUNCTION BOX AND PLUG NOT INCLUDED) The "Extra Protection" Two Pump Systems consists of: 1 O oi.. a. The two nonautomatic pumps with VLFS of your choice I,II �I,I �. PU ' air b. One Alarm System fi i c. Two Unicheck Valves as required a.• ig ADVANTAGES (1) The Two pump systems offers high pump performance without the high price. It is a system that "-° °• —� —� N PEAGRAVEL fits your needs and your budget. A I %� GN \ \ _ II ® , (2) Delivers more dependability than a single pump system and greatly reduces the chance of costly and II time consuming problems associated with wear out or damages and the resulting system failures. , El ALARM ON -r 'J- �- � ' ,• PUMP ION � r ` i 1 (3) Affords greater satisfaction and peace of mind to all concerned by providing state of the art protection `1 `I W: for costly and expensive surroundings. , h ��� P_�� , •UMP2GFF l 7 to —• r A PUMP 1 OFF n v ® VARIABLE LEVEL FLOAT SWITCH (4) Ability to change lead and lag positions by changing pump plug connection. ® ® ® ALARM) SK878 (5) Easy and economical to install. 'MINIMUM DISTANCE 2" BETWEEN PUMPS THE BASEMENT SENTRY 12 Volt backup sump pump system model 507 & model 510 :il Application - For Clear Water, emergency backup usage when power is off or primary pump fails. Extra Protection - When the primary AC pump fails due to power outages or system problems. t' .y • Storms • Brownouts • Wiring or electrical problems ve :. Extra Protection - When the primary pump fails to keep up with excessive water due to rain or overloading. Includes: - Pump and control MODEL 507 MODEL 510 a - Charger - Fittings TDH (ft) Flow (GPM) TDH (ft) Flow (GPM) - Battery Case 5 23.2 5 33.8 1 (Battery Not Included) 10 12.5 10 21.6 14 Shut - off Head 15 10.6 For submersible or pedestal installations. 19.9 Shut - off Head See FM1311 (507) or FM1139 (510) for information. Suitably sized basin required. © Copyright 2003 Zoeller Co. All rights reserved. 5 r NOTICE TO INSTALLER: Instructions must remain with installation. SECTION: 6.10.110 Egg FM0478 a/ L/4L /TY PUMPS �NCE /c/J " k 0103 /" Supersedes , 0300 Product information >. /' O presented here reflects o PL/MP L conditions at time of publication. Consult factory regarding discrepancies or MAIL TO: P.O. BOX 16347 • Louisville, KY 40256-0347 visit our web site: inconsistencies. SHIP TO: 3649 Cane Run Road • Louisville, KY 40211 -1961 http : / /www.zoeller.com (502) 778 - 2731.1(800) 928 -PUMP • FAX (502) 774 -3624 ZOELLER DOUBLE PIGGYBACK VARIABLE LEVEL FLOAT SWITCH im 10 -0229 - 115V/1HP -15 FT. cord 10 -0230 - 230V/2 HP -15 FT. cord Designed for EFFLUENT, SEWAGE AND DEWATERING applications. READ ALL INSTRUCTIONS BEFORE INSTALLING INSTRUCTIONS - ALL APPLICATIONS I II'? IA WARNING 1 Make sure the pump electrical supply circuit is equipped with fuses or circuit breakers of proper capacity. A separate branch � circuit is recommended, sized according to the National Electrical Code for the current shown on the pump name plate. IA WARNING 1 FOR YOUR PROTECTION ALWAYS DISCONNECT PUMP FROM ITS POWER SOURCE BEFORE HANDLING. Single phase pumps are supplied with a 3 -prong grounded plug to help protect you against the possibility of electrical shock. ® IA WARNING 1 DO NOT UNDER ANY CIRCUMSTANCES REMOVE THE GROUND PIN. The 3 -prong plug must be inserted into a mating 3- prong grounded receptacle. If the installation does not have such a receptacle, it must be changed to the proper type, wired and grounded in accordance with the National Electrical Code and all applicable local codes and ordinances. • IA CAUTION 1 Zoeller 10 -0229 and 10 -0230 Double Piggyback Variable Level Float Switches are designed for use with the appropriate voltage and horsepower, nonautomatic, single phase, Zoeller pumps. e• IA CAUTION 1 Use 10 -0229 for 115V and 10 -0230 for 230V. Both 10 -0229 and 10 -0230 can be used o as a control switch for a magnetic or combination starter. Maximum temperature must not exceed 140° F. w 00 N OTE: U L Re rued and CSA approved. CORDS SECURED o TO DISCHARGE NOTE: Consult factory for controlling units over 1% HP with variable level float switch. z PIPE a 1111 GRAY FLOAT INSTALLATION INSTRUCTIONS TOP 1. Decide the desired pumping range for your installation. (See Fig. 1.) The distance between the float JO 1 mounting clamps is equal to the pumping range (1 to 48 inches). Secure the float cable clamps to the LEVEL discharge pipe at tha distance you desire. (See clamp detail in Fig. 6 on next page). The gray float must be on top. (The cable clamps are releasable, which permits readjustment and removal.) o NOTICE: Do not adjust "Off' Level below discharge on pump. A , - 2 2. Insert the piggyback plug from the switches into a standard grounded outlet of proper voltage. For FLOAT Z v automatic operation plug the pump directly into the piggyback plug. (Pump can be manually operated by II , ••• _ 1� bypassing piggyback plug.) See Fig. 2. .'. N NOTICE: For installation utilizing a watertight junction box or similar connections, see Figure 3. NOTICE: For installation as a control switch for magnetic or combination starter, see Figure 4. LEVEL rain lki I Securely tape or clamp both piggyback switch cord and pump cord to the discharge pipe, dear of float ■ operation. (See Fig. 1.) Excess cord should be coiled and fastened to the discharge pipe. i` 4. Clean basin free of debris after installation. 5. Check and test your installation. Fill basin with water and allow pump to cycle to insure proper range and SK308B operation. FIGURE 1 NOTICE: For installation utilizing a Piggyback Float Switch connection use Zoeller Qwik-Box. See FM1420 DISCONNECT War. A) Remove (cut) Piggyback SWITCH Plug from Variable Level PUMP PLUG Float Switch. Remove Li u JUNCTION BOX approx. 3 %' of Cord A MANUAL and 1" insulation OPERATION �� OPERATITI ON N OPERATI ON from II from Wi res. r , Mill. � 4. 1! OA :11 i. . BLACK I CI CI CI - .'u k // !� B) Wire Switch into Circuit as � _ _ 1 RED , / /�/ 0. 0 , ��� ° p p shows. •���, • W HRE rte° ■ SFLCE C) Return to Instructions. Bruce it P I D) Installation must be in �__ I SWITCH PLUG SK308A PUMP 11 II agreement with the PUMP National Electric Code VARIABLE VARIABLE 111 O and all local codes. LEVEL FLOAT SWITCHES ■ SWITCHES FIGURE 2 FIGURE 3 SK308C S.J.E. 1011888A FIGURE 4 © Copyright 2003 Zoeller Co. All rights reserved. ZOELLER SWITCH -MATE SINGLE PIGGYBACK VARIABLE LEVEL FLOAT SWITCH REFER TO OTHER SIDE FOR INSTRUCTIONS FOR ALL APPLICATIONS. 10 -0055 - 115V /Max. 1 /2 HP 13A 10' cord for EFFLUENT, SEWAGE and DEWATERING 10 -0032 - 115V /Max. 1 HP 15A 15' cord for EFFLUENT, SEWAGE and DEWATERING 10 -0033 - 230V /Max. 2 HP 15A 15' cord for EFFLUENT, SEWAGE and DEWATERING NU 10 -0034 - 115V /Max. 1 /2 HP 13A 15' cord for EFFLUENT, SEWAGE and DEWATERING 10 -0035 - 230V /Max. 1 HP 13A 15' cord for EFFLUENT, SEWAGE and DEWATERING 10 -0063 - 115V /Max. Y2 HP 13A 20' cord for EFFLUENT, SEWAGE and DEWATERING 10 -0559 - 230V /Max. 2 HP 15A 20' cord for EFFLUENT, SEWAGE and DEWATERING 10 -0705 - 115V /Max. 3 /4 HP 15A 20' cord for EFFLUENT, SEWAGE and DEWATERING 10 -0706 - 230V /Max. 1 HP 13A 20' cord for EFFLUENT, SEWAGE and DEWATERING 10 -0748 - 230V /Max. 3 HP 20A 25' cord (No Plug) for EFFLUENT, SEWAGE and DEWATERING (120 °F Maximum Liquid Temperature) Zoeller Switch -Mate Variable Level Float Switches are designed for use with the appropriate voltage and horsepower, nonautomatic, single phase, Zoeller pumps. Maximum liquid temperature must not exceed 120 °F for 10 -0748. Zoeller Switch -Mate Variable Level Float Switches can be used as a control switch for a magnetic or combination starter. Maximum temperature must not exceed 140° F. See figure 9. Single Piggyback Variable Level Float Switches are recommended for use in 18" minimum diameter pits or basins. NOTE: Consult factory for controlling units over 1% HP with variable level float switch. ■ ■■ ■■■■■■■■■■ (B) DISTANCE ■■■■■■■■■ ■ ■■■■■■■■■■■■■■■■■■■■■ �� CORDS SECURED TO ■■■■■■■■■■ ■■■■■■■■■■■■■r.■■■■■■■■i■■■■■■■ FROM MOUNTING 20 ■■■■■■■■■ ■ ■■■ ■■■■■■■ ■V.■■ ■■■■V.�■■■■■■ ■■ DISCHARGE PIPE CLAMP TO FLOAT IN INCHES •••••• P/N 10 -0748 ■■ ■��■■■■■�■■■■■■■ •••••• 1a� 15 ■■■■■■■■■■■■■■■ u■■■■•■■■■■■■■■■■■■■■■■ ■ ■ ■ ■■ ■■ ■ ■I.■�I.g ■■■■■■■ P/N 10 -0055 ■ ■ ■ ■ ■ ■ ■ ■ ■■ E ON " 1 0 N ►. ■ ■: P/N 10 -0032 k� LEVEL ■■■■■■■■■■■■i.■■■ ■ P/N 10 -0033 ■■■■■■■■■■ I ■■■■ ■■■■ ■■■■■■■��■■■■■ P/N 10 -0034 ■■■■■■■■■■ \ 0 ■■■■■ ■":M■■■■■■ 1 10 - 0063 Mddddddddd MEMMEMEMP'AMMEMMEMEMMII \\ 5 r ■ ■ ■ ■■ ■■■ P/N 10 -0559 ■ ■ ■ ■ ■ ■ ■ ■ ■■ i 111111111111/2••••••••111111111111111111 111111111111/2••••••••1111111111111111111/2••••••••111111111111111111 111111111111/2••••••••111111111111111111 P/N 10 -0 • ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■■ ■ ■ ■ ■ ■ ■ ■ ■ ■■ 1 `a, 1 ■■■■■■■■■■■■■■■■■■■■■ P/N 10 -0706 ■ ■ ■ ■ ■ ■ ■ ■ ■■ L� �� ■■■■■■■■■ ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ r '.. , FIGURE 10 0 5 10 15 20 25 30 35 40 mom PUMPING RANGE NOTE: Measurements as shown are approximate. Exact measurements to be determined for each a. m =w OFF" IN INCHES individual installation. ! LEVEL l INSTALLATION INSTRUCTIONS i . " I FIGURE 5 SK305A 1. Decide the desired pumping range for your installation instruction. (See Fig.5 and Figure 10.) (B) is the distance between the mounting point of attachment and the float. The distance (B), determines (A), the desired pumping range. • 2. At Distance (B), determined from Figure 10) place the cord into the damp as shown in Fig. 6. 3. Position the float to the desired "OFF" level and secure the clamp to the discharge pipe as shown in Fg.6. 3.5 INCH See Fig. 5 noting water line. NOTE: Do not install cord under hose damp. TETHER LENGTH 4. Tghtenhosedampusingascrewdriver. NOTE: Donotovertighten. Overtighteningmayresultindamage FOR DOUBLE to the plastic clamp. Make sure the float cable is not allowed to touch the excess hose clamp band during operation. �, ` FLOAT NOTICE: Do not adjust "Off' Level below discharge on pump. ' . 5. Insert the piggyback plug from the switch into a standard grounded outlet of proper voltage. For automatic 3.5 INCH operation, plug the pump directly into the piggyback plug. (See Fig. 7.) Pump can be manually operated II MINIMUM by bypassing the piggyback plug. TETHER LENGTH NOTICE: For installation utilizing watertight junction box or similar connections, see Figure 8. FOR PUMP NOTICE: For installation as a control switch for magnetic starter, see Figure 9. 41. SWITCH 6. Tape or clamp both piggyback switch and pump cords to the discharge pipe, clear of float operation. (See Fig. 5.) Excess cord should be coiled and fastened outside the basin. FIGURE 6 SK1301D 7. Clean basin free of debris after installation. 8. Check your installation. Fill basin with water and allow pump to cycle to insure proper range and operation. DISCONNECT A) Remove (cut) Piggyback DISCONNECT SWITCH SWITCH Plug from Variable Level IIIII Float Switch. Remove PUMP PLUG WATERTIGHT approx. 3 of Cord L JUNCTION BOX a © ®, Jacket and 1" insulation AUTOMATIC MANUAL from Wires. .. OPERATION OPERATION y : � /'I I: . al) Mr' I I 31 . BVLN B) Wire Switch into Circuit as r • ' • ■ shows. 1 a CI o / I.I �4 1 lira • _ I � v": � �� �$ C) Return to Instructions. _ i 1.1111 .�iMMMI "MI i D) Installation must be in BLACK, was rr: mum— SWITCH PLUG SK308A m agreemeth , VARIABLE National nt Electric wi t he Code PUMP LEVEL and all local codes. PUMP VARIABLE FLOAT SWITCH LEVEL FLOAT SWITCH SK378e MOM FIGURE 7 FIGURE 8 FIGURE 9 © Copyright 2003 Zoeller Co. All rights reserved.