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HomeMy WebLinkAbout018-1078-60-200 c 3�c C �1 I c o S 3 T V 7! ° c �^ T A ` 1 FF - o C.0 w o O U) z z _ 3 T. w • cn S i cn �, m o v o N V CL 5 N 0@ CL I 3 C CD -4 I ^ rn - -4 OD N N a v ! ¢ t "1 I OOOO W C M C N a F O C) N A7 O 3 m o o I g y m o p m co c d I oW m U) z D p w A co co D N u. A I rn 3 a c o m o 0) a CD cn a ° O C r CA 0 C W i 3 N Z 000 T � • i 0 N z I ° 1: 3c Cc to CO) D - �( CD o m tD G 7 m° o C N 3 m CA Q I a I D D o 0 �i O o O ... 0 I o 3 m � � � !rr • ay c o y o Q. m $ 3 m z CD o o A ? C �i m d A G y co -1 w WT mNCn I m n z c 3 (n y z m CD A G) I I m a m a c I m o a c Co z 3 a I o v CL A I � 0 i ~ N I I o I i A O tv 69 O �q I Wisconsin Department of Commerce PRIVATE SEWAGE SYSTEM Count y: Safety and Buildings Division INSPECTION REPORT St. Croix, GENERAL INFORMATION (ATTACH TO PERMIT) Sanitar Permit No.: Personal information you provice may be used for secondary purposes [Privacy Law, s.15.0 (1)(m)). 353256 Permit Holder's Name: y [I Village ❑?{Town of State Plan ID No.: ❑Cit derson, Richard Town of Hammond CST BM Elev.; Insp. BM Elev.: BM Description: Parcel Tax No.: 20 5 Z) GK& 018- 1078 -60 -200 TANK INFORMATION ELEVATION DATA TYPE MANUFACTURER CAPACITY STATION BS HI FS ELEV. Septic L ,� V -p Benchmark Dosi ng Alt: B ' Aeration Bldg. Sewer Holding St/ Ht inlet TANK SETBACK INFORMATION St/ Ht Outlet TANK TO P/L WELL BLDG. Ventto ROAD Dt Inlet Air Intake Septic , o I i � t 33 1 NA Dt Bottom 2q. 5D gZ,10 r Dosing L ` `� �` 3q r NA Header/ Man. Aeration NA Dist. Pipe U4 3.40 03. Zo � Holding Bot. System \'V O to Z..cep PUMP/ SIPHON INFORMATION Final Grad �7 --tk " Manufacturer Demand St cover ? -- Model Number 414 GPM DH Lift Friction System, TDH Ft Lo Forcemain Length ' Dia. 2 " Dist. To Well SOIL ABSORPTION SYSTEM tl ' /a6-6 BED/TRENCH Width Length r No. Of &er+ches No. Of Inside Dia. Liquid Depth DIMENSIONS hdaAAh DIMENSION SETBACK SYSTEM TO P / L BLDG WELL LAKE/STREAM LEACHING INFORMATION Type O CHAMB Moe Number: System: I c ( 3 I W OR T DISTRIBUTION SYSTEM & - ? �, ! o Header/Manifold Distribution Pipe(s) � x Hole Size x Hole Spacing Vent To Air Intake k $ w Length Dia- 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 I ❑ Yes ❑ No ❑ Yes ❑ No COMMENTS: (Include code discrepancies, persons present, etc.) Inspection #T /OT, Inspection #2: Location: 1984 60th Avenue, Baldwin, WI 54028 (SE1 /4 SE1 /4 35 T29N R17W) - 35. 9.17.547C 1.) Alt BM Description= YJL 2.) Bldg sewer length= - amount of cover = N 3.) contour= 5 �.SS a�� 6 0 l J C S 6.e og ! j 'S vin`�• nc r� �. F�� �'� d ) �t CA.Q- Plan revision required? ❑ Yesv ❑ No v - Use other side for additional information. �a SBD -6710 (R.3197) Date Ut � nspector's Signature C I _ • + 1 ADDITIONAL COMMENTS AND SKETCH • SANITARY PERMIT NUMBER: M _ ( `s , II I T-- , 8 4 S s I Pf Safety and Buildings Division SANITARY PERMIT APPLICATION 201 W. Washington Avenue Wisconsin In - P O sox 7302 Department of Commerce accord with ILHR 83.05, Wi t m. �0�1 Madison, WI 53707 -7302 • Attach complete plans (to the county copy only) for the cyst "qr pap i less Coup than 8 112 x 11 inches in size. tt= Z', ���f'I/.. • See reverse side for instructions for completing this applic for States itary Permit Number y �I 3 6s 2- 6-- Personal information you provide may be used for secondary purposes ST rr.,� ❑ Chec# if revisi to previous application [Privacy Law, s. 15.04 (1) (m)]. o�,� COUN! , State_ an I.D. Numb r I. APPLICATION INFORMATION -PLEASE PRINT ALL I ` A 2A Pro p erty O ner N me Pro Location' /r 1 GMct P K 4L1 rt x1 IL t74; T ,'� Cf , N, R j '� r) W Property Owner's Mailin Address t Lot Nu Block Number !o O 4,- r s St . 2 City, State Zip Code Phone Number 5 bdivisi n Name or CSM Numb r Xr, 41,1 , Al wf s - Ko� � (2 13`7 d -3f�6G � _ � T YPE F IL G: (check one) ❑ State Owned it Nearest Ro d Public or 2 Family Dwelling - No. of bedrooms 3 o ro w a n OF III BUILDING USE (If building type is public, check all that apply) Parcel Tax Number(s) . 1-7_ St,`�1 'C 1 E] Apartment/ Condo O l / U ? r1 - � G ZO O , II 2 ❑ Assembly Hall 6 ❑ Medical Facility/ Nursing Home 10 ❑ Outdoor Recreational Facility 3 ❑ Campground 7 ❑ Merchandise: Sales/ Repairs 11 ❑ Restaurant /Bar /Dining 4 ❑ Church/ School 8 ❑ Mobile Home Park 12 ❑ Service Station/ Car Wash 5 ❑ Hotel / Motel 9 ❑ Office/Factory 13 ❑ Other: specify IV. TYPE OF PERMIT: (Check only one box on line A. Check box on line B, if applicable) A) 1, V,!rew 2. ❑ Replacement 3. ❑ Replacement of 4. ❑ Reconnection of 5. ❑ Repair of an ______System ________System _____________ Tank Only______________ Existing System _________Existing System B) ❑ A Sanitary Permit was previously issued. Permit Number Date Issued V. TYPE OF SYSTEM (Check only one) Non - Pressurized Distribution Pressurized Distribution Experimental Other 11 []Seepage Bed 21 ga-10fo 30 ❑ Specify Type 41 [ Tank 12 ❑ Seepage Trench 22 ❑ In- Ground Pressure r 42 [] Pit Privy 13 E] Seepage Pit X 43 ❑ Vault Privy 14 ❑ System -In -Fill L 1? , VI. ABSOR PTION SY I FORMATION: 1. Gallons Per Day 2. Absorp. Area 3. Absorp. Area 4. Loading Rate 5. Perc. Rate 6. System Elev. 7. Final Grade Required (sq. ft.) Proposed (sq. ft.) (Gals/day /sq. ft.) (Min. /inch) Elevation 11 Y 4 0 3 ` U 1 , 2. f � �� Y Feet Feet Capacity VII. TANK in gallo Total # of site Con- Steel INFORMATION Manufacturer's Name Prefab. Fiber- Plastic App. New Existing Gallons Tanks concrete strutted glass App. Tanks Tank Septic Tank or Holding T L11 1 1,06 l flies d 4e.0 CIP7 ❑ ❑ ❑ ❑ ❑ Lift Pump Tank /Siphon Chamber 65& ❑ 1 ❑ 1 ❑ I ❑ 1 ❑ VI11. RESPONSIBILITY STATEMENT I, the undersigned, assume responsibility or installati of the onsite sewage system shown on the attached plans. Plumber's Name: (Print) Plu er's Sign AmrIMPRSW No.: Business Phone Number: Plumber's et, it State; Zip Code): IX. COUNTY/ DEPARTMENT USE ONLY [:]Disapproved itary Permit Fee (Includes Groundwater Date Issued Issuing Agent Signature (No Stamps),! j$LApprovecl I ❑ Owner Given Initial Surcharge Fee) Adverse Determination a-� 1 ` X. CONDITIONS OF APPROVAL / REASONS FOR DISAPPROVAL: i SBD- 6398 (RA 1197) DISTRIBUTION: Original to County. One copy To: Safety & Buildings Division, Owner, plumber '. i INSTRUCTIONS 1. A sanitary permit is valid for two (2) years. 2. Your sanitary permit may be renewed before the expiration date, and at a time of renewal any new criteria in the Wisconsin Administrative Code will be applicable. 3. All revisions to this permit must be approved by the permit issuing authority. 4. Changes in ownership or piumber requires a Sanitary Permit Transfer / Renewal Form (SBD -6399) to be submitted to the county prior to installation S. Onsite sewage systems must be properly maintained. The septic tank(s) must be pumped by a licensed pumper whenever necessary, usually every 2 to 3 years. 6. If you have questions concerning your onsite sewage system, contact your local code administrator or the State of Wisconsin, Safety and Buildings Division, 608 - 266 -3151. To be complete and accurate this sanitary permit application must include: I. Property owner's name and mailing address. Provide the legal description and parcel tax number(s) of where the system is to be installed. II. Type of building being served. Check only one and complete # of bedrooms if 1 or 2 Family Dwelling. III. Building use. If building type is public, check all appropriate boxes that apply. IV. Type of permit. Check only one on line A. Complete line B if permit is for tank replacement, reconnection, or repair. V. Type of system. Check appropriate box depending on system type. VI. Absorption system information. Provide all information requested for numbers 1 through 7. VII. Tank information. Fill in the capacity of every new /or existing tank, list the total gallons, number of tanks and manufacturer's name, indicate prefab or site constructed and tank material. Complete for all septic, pumptsiphon and holding tanks for this system. Check experimental approval only if tanks received experimental product approval from DILHR. VIII- Responsibility statement. Installing plumber is to fill in name, license number with appropriate prefix (e.g. MP, etc.), address and phone number. Plumber musf sign application form. IX. County/ Department Use Only. X. County/ Department Use Only. Complete plans and specifications not smaller than 8 1/2 x 11 inches must be submitted to the county. The plans must include the following: A) plot plan, drawn to scale or with complete dimensions, location of holding tank(s), septic tank(s) or other treatment tanks; building sewers; wells; water mains/water service; streams and lakes; pump or siphon tanks; distribution boxes; soil absorption systems; replacement system areas; and the location of the building served; B) horizontal and vertical elevation reference points; C) complete specifications for pumps and controls; dose volume; elevation differences; friction loss; pump performance curve; pump model and pump manufacturer; D) cross section of the soil absorption system if required by the county; E) soil test data on a 115 form; and F) all sizing information. ---------------------------------------------------------------------------------------------------- GROUNDWATER SURCHARGE 1983 Wisconsin Act 410 included the creation of surcharges (fees) for a number of regulated practices which can effect groundwater. The monies collected through these surcharges are used for monitoring groundwater contamination investigations and establishment of standards. y , • Safety and Buildings PO BOX 7162 MADISON WI 53707 -7162 s � TDD #: (608) 264 -8777 isconsin www.commerce.state.wi.us Department of Commerce Tommy G. Thompson, Governor Brenda J. Blanchard, Secretary November 24, 1999 CUST ID No.267341 /ZONING : POWTS INSPECTOR WEGERER SOIL TESTING & DESIGN OFFICE 421 N MAIN ST ROIX COUNTY SPIA PO BOX 74 1101 CARMICHAEL RD RIVER FALLS WI 54022 ,/ HUDSON WI 54016 RE: CONDITIONAL APPROVAL ' APPROVAL EXPIRES: 11/24/2001 /� Identification Numbers r`" ' Transaction ID No. 280084 5 ID No. 184681 SITE: lease refer to both identification numbers, Gs. ^d?� Site ID: 184681 bove, in all correspondence with the agency. � 7_JtyItJC��`��C£ ST CROIX County, Town of HAMMO D " SETA, SETA, S35, T29N, R17W Facility: RICHARD & MARILYN ANDERS OTHA3J£; BALDWIN 54002 FOR: Description: NEW MOUND / DWELLING 450 GPD Object Type: POWT System Regulated Object ID No.: 638832 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: 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. All permits required by the state or the local municipality shall be obtained prior to commencement of construction /installation /operation. Inquiries concerning this correspondence may be made to me at the telephone number listed below, or at the address on this letterhead. Sincerely, DATE RECEIVED 11/23/1999 FEE REQUIRED $ 180.00 FEE RECEIVED $ 180.00 ROBERT KANTER , POWTS PLAN REVIEWER BALANCE DUE $ 0.00 Integrated Services (608)261-7735, 8:OOAM - 4:30PM, MON -FRI RKANTER @COMMERCE.STATE.WLUS WiSMART c©d : - 3 cc: RICHARD & MARILYN ANDERSON Safety and Buildings PO BOX 7162 MADISON WI 53707 -7162 TDD #: (608) 264 -8777 iscons►n www.commerce.state.wi.us Department of Commerce Tommy G. Thompson, Governor Brenda J. Blanchard, Secretary November 24, 1999 CUST ID No.267341 ATTN: POWTS INSPECTOR WEGERER SOIL TESTING & DESIGN ZONING OFFICE 421 N MAIN ST / ST CROIX COUNTY SPIA c) PO BOX 74 4 `-:,:— - �' ' 1101 CARMICHAEL RD RIVER FALLS WI 54022 l,� ?HUDSON WI 54016 RE: CONDITIONAL APPROVAL ( ' Identification Numbers APPROVAL EXPIRES: 11/24/201 :- � � tf; r§ Transaction ID No. 280084 1 ST CROfX Site Ill No. 184681 'A COtl +JT�` SITE: 20NINGOFFICt Please refer to both identification numbers, `? , �` i;. Site ID: 184681 above, in all correspondence with the agency. ST CROIX County, Town of HAM D SE 1/4, SE 1/4, S35, T29N, RI 7W Facility: RICHARD & MARILYN ANDERSON 60TH AVE, BALDWIN 54002 FOR: Description: NEW MOUND / DWELLING 450 GPD Object Type: POWT System Regulated Object ID No.: 638832 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. �Q The following conditions shall be met during construction or installation and prior to occupancy or use: P I PAF A copy of the approved plans, specifications and this letter shall be on -site during construction and open to ION I inspection by authorized representatives of the Department, which may include local inspectors. All permits required by the state or the local municipality shall be obtained prior to commencement of construction /installation/operation. Inquiries concerning this correspondence may be made to me at the telephone number listed below, or at the address on this letterhead. Sincerely, DATE RECEIVED 11/23/1999 FEE REQUIRED $ 180.00 FEE RECEIVED $ 180.00 ROBERT KANTER , POWTS PLAN REVIEWER BALANCE DUE $ 0.00 Integrated Services (608)261-7735, 8:OOAM - 4:30PM, MON -FRI RKANTER @COMMERCE.STATE.WLUS WiS1ti+fA I cc: RICHARD & MARILYN ANDERSON 7_17LE S Vv EZ. T , Page l of 6 MOUND SYSTEM FOR �i�j, .... A 3 BEDROOM RESIDENCE, LOCATED IN THE S E 1/4 OF THE c - E 1/4 OF SECTION 3 S , T 7 -9 N, R l7 W, TOWN OF Sr a-C4jLX COUNTY, WISCONSIN. INDEX PAGE I 'of 6 TITLE SHEET PAGE 2 of 6 PLOT PLAN PAGE 3 of 6 PLAN VIEW -CROSS SECTION: PAGE 4 of 6 DISTRIBUTION PIPE LAYOUT .PAGE 5 of 6 PUMPING CHAMBER PAGE 6 of 6 PUMP PERFORMANCE CURVE PREPARED FOR D fi���. O.W.T.S. nditionally PROVED :TMENT OF RCE )F FE BUI 6S' 7.y ARED BY ORRESPONDENCE WEt3EFR: EFz;t <_3 C3 I L TEST I NG AND. ®�e`$'eoaasaePe,�b DES 3[ GIn! SERV I CE dd \sc ® P.O. BOX 74 421 N. 11AIM ST. a *J' RIM FALLS. VI 54022 $ f WECe ER 715 -425-0165 D -915 P s ELLSWpRTH. t rs. ooq S I G 14 11 -lq•g9 JOB NO. 4 4-307 PLOT PLAN Page Z of 6 Scale 1"=L40' X13 t&IaI\L" OVL ks , \tnZ s - ntj s rnj zs IC mac. x 32• B. Z � Zo .° 3 ° of 4rPvc VVMT -1 OF gip p J J 2 l f //y K, ?a NOTES •l. Elevations shown are existing ground elevations unless otherwise noted. 2. Install permanent markers at end of each lateral. ( y required) 3. Install 4" observation pipes with approved caps. ( -= Z ­ required) 4. Septic tank to be X 000 16 Su gallon capacity manufactured by kmr P2 -ksr ,tic, 5. Bench Mark # { -LrL Io1.gI C �poF S'b►A. wooD C RW �eT• t} z - tTi . °l S •2 a.� `tua o►= STS � tx s T 6. Divert surface water around systein to prevent_. pond ing at the uphill sid i Page 3 Of 6 Approved Synthetic Covering Distribution Pipe Medium Sand G Topsoil — J ,• F Elev °tq•a 3 D E - b S % Slope Bed Of Z 2 %2 Force Main Plowed Aggregate From Pump Layer D Ft. Cross Section Of A Mound System Using E 1, �{ Ft. A Bed For The Absorption Area F o•g. Ft. G 1. o Ft. A S Ft. H l• 5 Ft. Linear Loading Rate = q. (o GPD /LN FT B 4 Ft. Design Loading Rate= o.y GPD /SQ FT I lb Ft. J 8 Ft. K 11 Ft. n!ter_ate L Ft. FU --Mj 0 W 3 Ft. L J Observation Pipe 8 K A W �o - - -- --------- - - - - -- ------------------ - - --.I Force Main O 0a Distribution Bed Of 2 — 2 2,y I Pipe Aggregate Observation Pipe Permanent Markers (Anchor securely) Plan View Of Mound Using A Bed For The Absorption Area .' Page Of h Perforated Pipe Detail 0 End View Perforated End Cap PVC Pipe Install permanent marker at end of each lateral Holes Located On Bottom, Are Equally Spaced Q S PVC Force Main P PVC Manifold Pipe Distri ution PQe Last Hole Should Be i Next To End Cop End Cop P Z Ft. Distribution Pipe Layout S 4 Ft. X '18 Inches Y ub Inches Hole Diameter < <4 Inch Lateral 1 Inches) Manifold Z Inches Force Main Z Inches # of holes /pipe 6 Invert Elevation of Laterals -3 Ft. bX1.` - 1 =. .c,ZY— = 14- 4 $6PP1 Place lst hole I V from center of manifold with succeeding holes at y &" intervals. Last hole to be next to the end cap. I Combination Septdc;Tank and PUMP CHAMBER CROSS SECTION AND -SPECIFICATIONS' PAGE S OF �o •VEIJT CAP WEATHER PKOOF JUUCTIDIJ BOX 4'C.I. VENT PIPE , APPROVED LOCKIMG ' —.10' FROM DOOR., TM&N iOLE COVER kl- '+JIIJDOW OR FRESH u'ARNI>Ja L -NSEL. AJR INTAKE CLq G I 16' MIAI. L M , _ - -- L= ------- � 1 4 " ImsVt 1noN P11x 1 `l IMLET PROVIDE I i - - - -- AIRTIGHT SEAL I I 3 +yFFL�S � I I I I I I APPROVED JOIUT� APPROVED JOINT -- A I I W /C.I. PI PE OR Tank constructio _ n I I I W /C.I. ?IPE c;K 1 shall comply with I I ALARM ILH'R ('33.15 and 83.20 I oN C I I 8 Z.S 1 LLCV. FT. PUM � OFF D COAICRETE t K15ER EXIT PERMIT(ED O►JLy IF TAN MA)JUFACTURER HAS SUCH APPROVAL 3,•ApPQo,Ft 8>:DD c Id G SEPTIC E SPECIFICATIOUS DOSE t-�, t�QS�� �11JE" 3, TA M ANUFACTURER: AJUMESER OF DOSES: PER DAB TAWK SIZE: L e v ILSO GALLOMS DOSE VOLUME z ALARM MAIJUFACTURCR: S S �- Sy5TC11 S !MCLUDIAIG BACKPLOW: l S GA LLONS MODEL NUMBER: 10 w CAPACITIES: A= l INCHES OR 306 GALLOUs SWITCH TYPE: Y" tkn 1 g = Z IWCHES OR _�._ C, �LLOLJS PUMP MANUFACTURER: ZctELki C = OR �s CALLOUS MODEL NUMBER: D = C 1 IMCHES OR l53 GALLOMS SWITCH TYPE: MOTE: PUMP AMD ALARM ARE TO DE MIMIMUM DISCHARGE RATE GPM INSTALLED ON SEP ARATE CIRCUITS VERTICAL DIFFERENCE DETWEEII PUMP OFF A1,10.0I5TRIBUTION PIPE.. 13'z)S FEET + MINIMUM WETWORK SUPPLY PRESSURE , , , . . 2.50 FEET FT t.9� f FEET OF FORCE MAIN Y, �' o►r. FRICTIOU FACTOR.. FE -- TOTAL DyWAMIC HEAD = y -).q6 FEET Pump chamber DIAMETER _ y IIJTERAIAL DIMEIJSIQW� OF TANK: LENGTH ;WIDTH — ;LIQUID DEPTH BOTTOM AREA — - 231 = GAL /INCH AS PER MANUFACTURER GAL /INCH O F- 6 UJI W H CAPACITY CURVE 3 7/8 !ice 6 1/4 — MODEL "98" 30 4 5/8 - 8 25 3 5/8 = 6 20 — ® Q a 0 15 P �O J 4 4 3/16 P 10 2 5 1 112 -11 112 NPT 0 U.S. GALLONS 10 20 30 40 50 60 70 80 LITERS 80 160 240 F 0 FLOW PER MINUTE I TOTAL DYNAMIC HEAD /FLOW PER MINUTE EFFLUENTAND DEWATERING CAPACITY 12 HEAD UNITS /MIN FEET METERS GALS LTRS 5 1.52 72 273 10 3.05 61 231 15 4.57 45 170 4 3/16 20 6.10 25 95 Lock Valve 23' I , SKI 102 iL CONSULT FACTORY FOR SPECIAL APPLICATIONS • Electrical alternators, for duplex systems, are available and • Variable level float switches are available for controlling single supplied with an alarm. and three phase systems. • Mechanical alternators, for duplex systems, are available with • Double piggyback variable level float switches are available or without alarm switches. for variable level long cycle controls. SELECTION GUIDE 1. Integral float operated 2 pole mechanical switch, no external control required. Standard all models - Weight 39 lbs. - 1 / 2 H.P. 2. Single piggyback variable level float switch or double piggyback variable level, 98 Series Control Selection float switch. Refer to FM0477. Model Volts -Ph Mode Amps Simplex Duplex 3. Mechanical alternator 10 -0072 or 10 -0075. M98 115 1 Auto 9.4 1 or 1 & 7 — 4. See FM0712, for correct model of Electrical Alternator, E -Pak. N98 115 1 Non 9.4 2 or 2 & 6 3 or 4 & 5 5. Control switch 10 -0225 used as a control activator, specify duplex (3) or (4) D98 230 1 Auto 4.7 1 or 1 & 7 — float system. 6. Four (4) hole J -Pak, junction box, for watertight connection or wired -in E98 230 1 Non 4.7 2 or 2 & 6 3 or 4 & 5 simplex or duplex operation, 10 -0002. 7. Two (2) hole J -Pak, for watertight connection or splice. CAUTION Forinformation on additional Zoellerproducts referto catalog on Combinafion Starter, FMO514; Piggyback All installation of controls, protection devices and wiring should be done by a qualified Variable Level Switches, FM0477; Electrical Alternator, FM0486 Mechanical Alternator, FM0495; Sump/ licensed electrician. All electrical and safety codes should be followed including the most Sewage Basins, FM0487; and Single Phase Simplex Pump Control/Alarm Systems, FM0732. recent National Electric Code (NEC) and the Occupational Safety and Health Act (OSHA). RESERVE POWERED DESIGN For unusual conditions a reserve safety factor is engineered into the design of eve Zoeller um 9 9 every . P P -, - MAIL TO: P.O. BOX 16347 Louisville, KY 347 Manufacturers ol. . O SHIP T0: 3649 Cane ane Run Road rho � Louisville, KY 40211 -1961 rIAIZTY PUMPS 31 -CI F 19127 PUMP �O (501) 776 -1731 • f (800) 918 -PUMP FAX (501) 774 -3624 labor. zuW Human�elanons Division of safety & Buildings in accord with ILHR 83.05, Wis. Adm. Code ' COUNTY sT• c.czo tK Attach complete site plan on paper not less than 81/2 x 11 r�rtd. si�e:.Plan must include, but ' not limited to vertical and horizontal reference point (BM),11 9b � sops, scale or PARCEL I.D. # dimensioned, north arrow, and location and distance ttr' W REVIEWED BY DATE APPLICANT INFORMATION- PLEASE PRIN'yA LINF( IY1 1Q 1 PROPERTY OWNER: PROPERMOCATION SE 1/4 5E 1/4,8 35 T zq ,N,R t� E (0 PROPERTY OWNER' MAILING ADDRESS LOT LOCK # SUB0. NAME OR CSM # 6 S cutZTl s sT. CITY, STATE ZIP CODE PHO NUMBER ❑VILLAGE ®TOWN NEAREST ROAD 'aThLDL-J)Q -j 54oaZ (1t51 . :�f -� �� Z�K\klrItOrJ \b 60 nt fwe. 1>9 New Construction Use [ X[ Residential/ Number of bedrooms 3 [ j Addition loo existing building [ j Replacement [ j Public or commercial describe Code derived daily flow Ll SO gpd Recommended design loading rate a- � bed, gpd/ft 0• _ q trench, gPd1ft Absorption area required 3 S tom, 11 3�1 5 trench, ft Maximum design "ingrate o. S bed, gpo1ft 0. 6 trench, gpd/ft Recommended infiltration surface elevation(s) qq . a ft (as referred to site plan benchmark) Additional design / site considerations Parent material o�Tw "ti 0 o e7t T) Lu Flood plain elevation, N applicable N - A • ft S = Suitable for system _ CONVENTIONAL MOUND IN- GROUND PRESSURE I AT -GRADE SYSTEM IN RLL HOLDING TANK U= Unsuitable for sy stem I [IS ®U [as ❑ U I [IS ®U [is ®U ❑ S R U [I o U I SOIL DESCRIPTION REPORT Depth Dominant Color Mottles Structure GPD /ft Boring # Horizon in. Munsell Qu. Sz. Cont, Color Texture Gr. Sz. Sh. Boundar Roots Bed Twich o - 1.0 d-t l2 3 13 51 Z c o• s j . � m 0.,btc w�t'F1.. S o• b Z -t1 ti0 `-l� 3J6 _ s l� Zyr� s cw o•s o•I, Ground SL1VL v!(,. S 0, Tn b elev. ay ft 3 Z -q 2 7 -S Liz 3! 0.1 0.8 Depth to S 1 4Z - ALL - ).5 1 Q y4. -, 5 V- sla s; c o v,n w� ��. N.�• s N.P. limiting factor Remarks: - 'Boring # 1 0 -8 lD `iR 3 )3 sl Z Yn a- `M'Fl- c.S 1 Z Z g - t04Z 3J(. ZM Sbk Mfit- cw Ground 3 zA 30 :I w-1 e y/6 _ 1 s o s g Yn v C S o • 0.8 elev. t( 3pr36 tD`[R V& W, \)f q -7 ft Depth to o zo cuiTft� S y `- 07 r- '�_ S L! R 34 S) 8 -s , t p l I li miting - � v r i M oT F icces s N g QNZ bu - M L_ LA./ tT factor nTLt OZ -� Sot �} i s m R 8 E1 r-) e 1 PrT a iTv- _ Remarks: CS T Name Print Arthur L. We stet Phone: 715- 425 -0165 egerer Soil Testing & Design Service -P.O. Box 74 River Fa11s,WI 54022 Signature: Date: CST Number: qz_ 16 576 PROPERTY OWNER P`0- SOIL DESCITtPT[aN REPORT Page M of — PARCEL'I.D. # N • A• Boring# Horizon Depth Dominant Color Mom Texture Structure Consistence Bo xby Roots GPD /ft in. Munsell Qu. Sz Cont Color Gr. Sz: Sh. g� rertdi � 3� 1 o —S ti o�.� 3�3 � si Zma.b �f�• cS o•S o.� Z 8 - tioL-t 7- 3 (1 Ground 3 Z6 -33 L6Lj - tf16 sc. 1rn Sb lr elev. A - )•o ft, LI 33_yy 4►I(. s �i 3) Sc Z`n1 P� y11'Fi� N•P• N.P. Depth to limiting Remarks: Boring # Ground elev. ft. Depth to limiting factor Remarks: Boring # Ground elev. ft Depth to limiting favor Remarks: Boring # 13 Ground elev. ft. Depth to _ limiting factor Remarks: PLOT PLAN Pa 3 of 3 SCALE 1 "= 30 ' '�X APT �4s sl to�v1�1 \ RotJ �3 Go 4 -- - - I e-• Ito. D l Ol N -a $ I i �vop� STtz� LFYtN --� e�j� I I I I 5 I p I I 00 'I'LDO 101' COr1PRCT oR i J-Z S. e'Z go[ col to Q . N b'TLs: �buSt` ZO l a% �sT L 'j '.S, F11- 1 houxiD , Ll. L 1NUUU STk - /LHTH l � m LL J �p d� J h i \ 2aN P►Pe lro zoo 'riq s T. CEO `n} Ruhr. 1-1 CST Signature Date Signed Telephone No. CST # W E (D E FR E FR S Q I E_ T E T S iV C—a P. 0. BOX 74 421 N. MAIN ST. AND RIVER FALLS. YI 54022 ID E E I C1%7 S E Fc V I C- 715- 425 -0165 ATTN: DATE c3 -1 -c�Z CC: SUBJECT: Q- iZSL4j P09e�5 WE ARE ENCLOSING THE FOLLOWING ITEMS: NO. OF COPIES DESCRIPTION SENT TO YOU FOR TEE FOLLOWING REASONS: ❑ FOR APPROVAL ❑ APPROVED AS SUBMITTED ❑ INFORMATION DESIRED []-FOR YOUR USE ❑ APPROVED AS NOTED ❑ RETURN COPIES NOT APPROVED ❑ FOR REVIEW AND COMMENT bo `t - `T 1.112 1 1-S Go I A Z3vti �� wok, = r 5r �L P -- � �s �r �R0 L kz-T'T� Old G u E E� y� A * Cyv s tTE� 1 )k� - �-e�s 4 � WEGERER SOIL TESTING AND DESIGN SERVICE ST. CROIX COUNTY '? r7 WISCONSIN F yn � ZONING OFFICE 1' ST. CROIX COUNTY COURTHOUSE 911 FOURTH STREET • HUDSON, WI 54016 - (715) 386 -4680 Aug. 6, 1992 Division of Safety and Building Bureau of Plumbing P.O. Box 7969 Madison, WI 53707 To whom it may concern: An onsite soil investigation of the Richard Anderson property, located in the SE1 /4 of the SE1 /4, Sec.35, T29N, R17W, Town of Hammond, St. Croix County, WI., has been conducted with the assistance of Art Wegerer, CST #;576. This onsite revealed suitable soil for onsite sewage disposal to a t of 33" while ents of the A + 4 rule. This i depth meeting the requirm site should be suitable for new construction using a mound septic system having 12" of sand fill. Should you have any questions, please feel free to contact this office. Since ely, 9� l s- mes K. Thompson Assistant Zoning Administrator cc: file _ „DEC, -03 -99 FRI 10:18 AM NELSEN WEBER SURVEYING,M 1 715 425 6864 P.01 ' Wwco„*1,DePartrnentortnausalh SOIL AND SITE EVALUATION REPORT rage at_„�+ labor and WmAn Reladons P Dimsion 01 Safoey & gWIdings in accord with II-HR 83.05, Wis. Adm. Code COUNTY y ST. c.Puo tx 'A ttach complete site plan on paper not less than 81/2 x 11 inches in size, Plan must include, but PARCEL I.D. # N - . not limit t ed o vertical and horizontal reference point (BM), drection and % of slope, scale or dimensioned, north arrow, and location and dStance to nearest road. - \ 7 .: , ?D S� C S.►'1 BY APPLICANT INFORMATION - PLEASE PRINT ALL INFORMATION R 1 1 D DATE z-� _ PROPERTY OWNER: tPROPERTY LOCATION _ R.1 a R.p S l�lvb SON LOT s CK � 1l4 sE t /4,S 35 T Z 4 N, 1"t E(o Vi PROPERTY OWNER' MAILING ADDRESS BLO # SUBD. NAME OR CSM e R 'lY, STATE ZIP CWE PHONE NUMBER 0VILIAGE ®TOWN NEAREST ROAD lJ� LALOw)� I.y1 St400z (CIS) 68q -3861 \AN'mlr►0kii> 6d ()Q New Construction Use l)q R esidential /Number of bedrooms �� A drfition b existing building - [ ) Replacement ( ) Pudic or commercial describe Code derived dally Now LSO 90 Recommended design loading rate o, 4 . bed, gp(I* - y trench, 90111 Absorption area required 31 S bad, It 3"T 5 trench, P M Wmum design loading rate o- 5 bed, gpd* a- 6 bench, gpolttz Recommended Infiltration surface efevabon(s) °1 .'b ft (as referred to site plan bert hmaM Additional design / site considerations Parent material -;-t ru aa Flood plain elevation, if applicable N - A • _ — ft S = Suitable for system GONIIOMONAL MOUND INZWUND PRESSURE T -GRADE SYSTlt IN FILL MMDING TANK U; Unsu�ble fors stem ❑ S (W U ®S o U Cis ®U � S ®U ID S o U U S W U SOIL DESCRIPTION REPORT Boring# Horizon Depth Dominant Color Mottles Texture Structure Consislietot3 SardwY Roots GP D /ft in. Munsell Qu. SL Cant Color Gr. Si- Sh. 6ed iirldt ” 1 z I,, e>-T w1 f �, C-5 O's o, %b Z -L1 do `1� 316 Zrn sbk y,\ �- cw o•s o•b Ground 3 k1 -3Z - T -S4tt V& �S o s in %J G� o.`) 0 -0 elev. a 3z - 7 -5'tR pl — 1 O s k) i�. s 0.`1 1 o.s Depth to S 1 4Z -qL 7.5 'i tt y& - i s LiQ Idling factor t i Remarks: - Boring # i o -e No4Q313 sa - W ynf%� C-5 0,5 U.6 S o.L Ground 3 . -2 Z -30 1049- y/6 S O sg Vn U-N C S o•� o elev. t( 0-31N lr 4 Q V& MVfl- 9 -7 ft. lr� Depth o 'z.0 C0AJ'r t 5 // // r 7.S 34 s S. `rL pI IS limiting -�' � 8u T 1 s Off �cr-Qs s \-b tW - M � � c-sa � I L.'A factor — ?38 �� W S D 6 C�Ctt 02 - Tl} 1 s mot ye R 8e1 to s PtT a Remarks: - - - Nene ReasePrint Arthur' L. We erer Ph'"e' 715 -425- -0165 � Soil Testing & Design Service -P.O. Box 74 River F a11s,WI 54 022 W � Signature: N � ./ 16 b Dat � ) -, 19R � CST Number 576 DEC -03 -99 FRI 10'19 RM NELS N WEBER SURVEYING,M 1 715 4'25 6864 P.02 - QROPfKffo"Of *%I N1 UC31L UGZi U KIv r IUn MCYVn i PARCEL I.D. Boring # Horizon Depth Dominant Color Texture Structure Consis um B rrLry Roots GPD /ft In. Munself Qu. Sz. ConL Color Gr. Sz- Sh. Bed Mnch o_a LD"L2 313 SL\ 3 Z 8 -z6 �q�tR 31 S ti� Z�., Sbk n,��. Cw o•S v•6 Ground 3 16 -33 JoLfm y/L _ 1 l V► Sbk m f ►, c S o• o.3 a o I. 4 33_yy `o�Q Li s `'tv 3 1 Sc� Zm p1 t�,p. ;N•P. Depth to limiting factor 33` Remarks: Boring # Ground elev. ft. — Depth b IimiUng tam Remarks: Boring # Ground --- -r--- elev. ft -- Depth to limiting factor Remarks: Boring 13 Ground elev. ft Depth to tactor Remarks: DEC- 03 ,- 99 „FRI 10:19 AM NELSEN WEBER SURVEYING,M 1 715 425 6864 P.03 P L OT P LAN - Page 3 of 3 SCALE 1 +Z.C-ePT INS Sltow 4 ►0�3 Z p P y a v O woes 3Tte L%V �• IP 1 ' m -ti—ao 1�oT �OYtpw �T © R 1J i zS' I (ml BY1 o4Z d' w AD IL to 2� A J� J - p D J j_ Ptoa IV Y/ M 1 To Z b o T!{ s T. LIZS-0165 CST Signature Date 5Igned Telephone No, CST # - 12/02/99 THU 14:40 FAX 715 386 4686 ST CRX CO ZONING Z002 ST CROIX COUNTY SEPTIC TANK MAINTENANCE AGREEMENT AND OWNERSHIP CERTIFICATION FORM Owner/Buyer r v` r n 01(e- r s " Mailing Address G S C k r t ' , S /3 0 134/ / UGZ Property Address 5 � (Verification required from Planning Department for new construction) City /State kJ 4 `d`" i, I �''�' Parcel Identification Number LEGAL DESCRIPTION Sec. 3 5 T 2 y N -R12—W, Town of 1 q 4 ", Property Location Lot # Subdivision 2 3 �l . Certified Survey Map # � Volume , Page # cZ Warranty Deed # �� y � U� Volume � 2 Page # Spec house O yes to no Lot lines identifiable yes ❑ no SYSTEM MAINTENANCE Improper use and maintenance of your septic system could result in its premature failure to handle wastes. Proper maintenance consists of pumping out the septic tank every three years or sooner, if needed by a licensed pumper. what you put into the system can affect the function of the septic tank as a treatment stage in the waste disposal system by th owner and by a The property owner agrees to submit to St Croix Zoning Department a certification form, signed lumber, restricted plumber or a licensed pumper verifying that (1) the on -site wastewater disposal system mastor plumber, journeyman plumber, the tic tank is less than 1/3 full of sludge. is in proper operating condition and/or (2) after inspection and pumping (if necessary), se p Uwe, the undersigned have read the above requirements and agree to maintain the private sewage disposal system with the standards aent o f set forth, herein, as set by the Departm n maintained must n d i e D e ed�and returned to the St. Croix County Zoning Office within 30 stating that your septic system has days of the three year expiration date. 101-3 / �q DATE SIGNATURE OF APPLICANT OWNER CERTIFICATION I (we) certify that all statements on this form are true to the best of my (our) knowledge. I (we) am (are) the owner(s) o the operty described abo , by virtue of a warranty deed recorded in Register of Deeds Office. Z 4� C L/Z DATE SICK ATURE OF APPLICANT * * * * ** A information that is mis- represented may result in the sanitary permit being revoked by the Zoning Dep artment. ** Include with this application: a stamped warranty deed from the Regi of D Ofi the warranty deed PY a co of the certified survey map if DOCUMENT NO, STATE BAR OF WISCONSIN FORDS I -- 1913II tw,s a►a:c •csawvgo 1001 atco•o Ko 0414. WARRANTY DEED 489406 v�� 972P��E 450 REGISTER'S OFFICE _ ST COX CO., W1 This Deed, made between _ A and_ M Family. Trust Redd Fw R"wd _1)y Merlee S. Holman, Trustee -- OCT d 2 1982 -. -.. - Grantor, d 10:00 A. M Anderson and Richard Andon and_Marilynn Anderson, . Husband and Wife as. joint tenants with right of survivorship as Wisconsin Marital Property RA C Grantee, Witnesseth That the said Grantor, for a valuable consideration _ ag.uON TO - conveys to Grantee the following described real estate in St. Croix County, State of Wisconsin: I I West Half (W 1/2) of the Southeast Quarter Tax Parcel No: ................................... (SE 1/4) of the Southeast Quarter (SE 1/4) of Section Thirty -five (35), Town Twenty - nine (29), Range Seventeen (17), EXCEPT That part in Certified Survey Map recorded in Volume "Eight ", Page 2173, Register of Deed's Office, St. Croix County, Wisconsin. IRAN 'F Eft FEE This ..is..not_.... homestead property. 0y) (is not) Together with all and singular the hereditaments and appurte"inces thereunto belonging; And ....... ...... .- .... warrants that the title is good. indefeasible in fee simile and free and cler^ of ercumbrames except and will warrant and defend the same. �� 1 Dated this ............. day of -(SEAL) ��C1E/!7 —Ni� __.(SEAL) ---- - - - - -- - - -- _---------- - . ................. ....... . Merlee S. .,Holman, Trustee .. A and M Family Trust - - (SEAL) .(SEAL) - -._ --- -..... ......... .................. ... AUTHENTICATION ACSNOWLEDOMENT Merlee S. Holman - ------------ STATE OF WISCONSIN a& --- --- ............................................... — i� ----------- -•- ._.- .County. thr= 2[Idday _______ _____ -. __ 19______ Pers - nally came before me this ...... .......... day of Octo 92 ..19........ the above named f7e rt R, G ---- •----- - - - - -- - I TITLE: MEMBER STATE BAR OF WISCONSIN .................................................. (If not - ------ ------------------ ---- -- --- -- -- ----- - ----- - - .. - -..... - --- - -- _- ......, ............. ..... ................ authorized by 3 706.06, Wis. State.) to me known to be the person ._-- . - -_.._ who executed the foregoing instrument and acknowledge tha same. _} THIS INSTRUMENT WAS GRAF'i ED BY - Robert R. Gavic - . -... . _ . _.. . - -- -- ---i -- - - - -- --- ---- • Cavic l,aw CSffices ..._.... ....... . . .. ... ..... _ -- - -- -- - - --• - " 3E nLj Val - �. @fir W�.. ..fit, :1.67 - --- --- - -- Notarr Public - County, Wis. (sic* natures may be authenticated or acknowledge,]. Bah My Commission is permane•It.Of not, state expiration are not necessary.) date: ------ ....... 19- ..... _.) "Nan,_ of Persons signing in any capacity should be type l .r prr..Sd i.r! : -.r 'heir iQ r.n•.a re? WARRANTY DEED STATE I tZ OF W13C0NMN wiseoq.in teed Blank Ca Ine. FORM 'Ns. I — 1985 Mil —kee. Wis. -_ — 818YFai i 487908 CERTIFIED SURVEY MAP Located in part of the SE4 of the SE4 of Section 35, T29N, R17W, Town of Hammond, St. Croix County, Wisconsin. d� LEGEND OWNER r o - Aluminum County Section Monument Found A C M Family Trust o • - 1" Iron Pipe Found Merlee Holman o o - 1" x 24" Iron Pipe Set, weighing 1.68 lbs. per 1980 55th Avenue a linear foot Baldwin, WI 54002 0 cc •••• • • • • • • • • • • • • - Roadway Setback Line M - Existing Drive c o ao v APPROVED I1sE� ro .+r W .� N N 2 LAPLaTTEU L atic S AUG 1-'92:` qUG 31 ► — � C- - Cn S89o44'21 "E 620.34 �� o ' co co JAMES O'��'NNELL 3 S7 CROlX CGt1NT'/ Reg1st8r cti u Wi �;�a�rehensive Plannin j St Croix C , Q Zoning and Parks Cotrnnitta3 N not recorded cli r41thin 30 days of I approval data. t I a wova! shalt +b < ( nu lf&void �I ;e) � VJ I r- I _ LOT 2 c� I C\j 0 0 I _ Y �Jll VJ� 18.13 Acres Inc. R/W 4 U) 789,707 Sq. Ft. N °O CJ I Q I o 17..66 Acres Exc. R/W o C]I CD 769 172 S Ft. LIJ I � W co ,., . q• UJ1 � 3 LL 1 •• N M = F I N QI a0 J LiJ f ° 11 o o -.DI L H i p JjUr)5,10N, e .......... ............................... 0 dy�D & Qbad`'�'`,6 I 2 ;N89 0 44 1 21 "W 622.27' 1320.00' T; M 688.80' M N89 ° 44'21 "W " N89 44' 21 " M 622 .33' N89 044121 "W South line of the SE} S� Corner of 60TH AVENUE SE Corner of -j Section 35 Section 35 1 .NPLAT LaN�� SCALE IN FEET --- ` - - - -- - - -" 0 9 PAGE 2534 100 200 400 vul -11 , HEAD /CAPACITY CURVE LL 40 -UODEL 42 48 57%59 72 76 98 139 42 135 Feet Meters Gal. I Liters Gal. Liters Gal. :72 s Gal. Liters Gal. Liters Gal. Liters Gal. Liters HEAD CAPACITY CURVE 191 5 1.5 15 144 50 189 a0 130 57 32 121 43 38 72 273 93 352 10 3.0 11 42 25 94 34 30 114 40 151 61 231 79 299 SUMP I EFFLUENT MODELS 38 125 U25 4.6 6 23 15 57 19 14 53 30 114 45 170 64 242 318 ", 112" & 314" 120 6.1 -- -- -- -- -- -- -- 17 64 25 95 36 136 86 4186 -- 8 30 115 7.6 -- -- -- -- -- -- -- -- -- -- SOLID PASSING CAPACITY }q Valve: 19ft. (5.8m) 19R (S.Bm) 19.3ft (5.9m) 18ft. (5.5m) 25ft. (7.6m) 23ft. (7.0m) 26ft. (7.9m) 0 32 105 140 161 163 165 185 186 188 100 189 MODEL 4140 4161 4163 4165 4185 4186 4188 4189 191 30 Feet Meters Got. LBers Gal. Liters Gal. Liters Gal, Liters Gal. Liters Gal. Liters Gal. Liters Gal. Lite rs Gal. Liters 95 28 5 1.5 91 344 100 379 61 231 61 231 -- -- 58 220 145 549 145 549 45 170 90 t -- -- 10 3.0 84 316 93 352 61 231 61 231 58 220 140 530 140 530 45 170 26 g5 15 4.6 76 286 85 322 11 227 61 231 -- -- 58 220 134 507 135 511 45 170 20 6.1 68 257 79 299 59 223 60 227 - -- 58 220 128 484 131 496 45 170 ,� 24 80 4155 25 7.6 59 223 70 265 57 216 59 223 -- -- 58 220 121 462 125 473 45 170 75 30 9.1 49 .185 62 235 55 206 58 220 85 322 58 220 116 439 120 454 45 170 22 70 } 163 40 12.2 21 45 45 170 46 172 55 206 70 285 58 220 104 394 109 413 45 170 4163 20 65 50 15.2 -- -- 20 76 33 125 50 189 51 193 134 90 341 97 367 45 170 60 18.3 -- - F15 57 39 148 32 121 71 269 85 322 45 170 t8 60 161 769 70 21.3 -- -- -- -- -- 23 87 9 34 51 193 69 261 45 170 4161 4189 55 80 24.4 -- -- -- -- -- 10 }g -- -- 26 106 51 143 45 T70 6 0 90 27.4 2 8 34 129 45 170 XN 14 100 30.5 -- -- -- -- -- -- -- -- -- -- -- 11 64 40 151 45 too 110 33.5 __ __ __ __ __ __ __ __ __ __ __ __ __ __ A 4140 12 40 20 36.6 __ __ __ __ __ __ __ __ __ __ __ __ __ 35 130 39.6 __ __ __ __ a l0 Lock Valve: 46ft. (14.Om) 5611. (17.1 m) 66ft. (20.1 m) 89ft. (26.4m) 73ft. (22.3m) 11411 (34.7m) 91ft. (27.7m) 11 Dft. (33.Sm) i 30 8 - 1 39 - 4885 25 b 6 20 91 , g 4 5 A CAUTION Model 185/4185 should not be 10 subjected to less than 30 feet TDH. 2 5 a2 e z 53,55 76 NOTE: For Head Capacity on Model 112, Indus - s7,59 trial column explosion proof pump, see FMO219. 0 10 20 .30 40 50 60 70 80 90 100 110 120 130 140 150 a zn GALLONS I t �D 80 16D ` 240 320 400 480 560 FLOW PER MINUTE MODELS 264 266 267 268 270/4270 F HEAD CAPACITY CURVE eet Meters Gal. Liters Gal. Liters Gel- Liters Gal. Liters Gol. Liters 5 1.5 90 34, 128 1 484 '128 484 128 484 132 500 ,0 3.D so z27 69 337 69 337 SI 89 69 337 101 362 SEWAGE MODELS 24 80 15 4.fi 22.5 85 50 189 50 1 50 189 77 29 9MODELS 82/42 20 6.1 - - ,0 38 ,° 36 ,D 38 56 21 2" SOLID PASSING CAPACITY _ 75 25 7.6 - - - - - - - - 29 ,1 22 Lock VaI- 18 Fl (5.5 m) 21.5 Ft (6 -6 m) 2 Ft (6.6 m) 21.5 Ft (6.6 m) 29 Ft (8.8 70 I 0 65 82 28 4/4284 292/4292 293/4293 294/4294 295/4295 18- 60 Feet Meters Gal. Liters Gal. Liters Gal. Titers Gal. Liters Gal, L'Aers Gal, Lliers 55 5 1.5 127 481 179 678 140 530 - - 196 742 214 810 6 _ 50 -- 10 30 96 363 157 594 124 469 - - 181 585 199 753 15 4.6 64 242 133 503 108 409 118 447 165 625 184 696 14- 45 20 6.1 34 129 106 401 91 344 108 409 150 568 168 636 12 40 25 7.6 6 23 73 276 75 264 96 363 136 515 154 583 30 9,1 - - 42 159 56 212 82 310 121 458 140 530 To _ 35 10.7 - - - - ---- 31 fi5 246 708 409 128 483 30 L93 40 122 - - - - 48 182 94 356 115 435 4293 50 15.2 - - - - - - 58 220 89 337 6 25 282, 270 60 78.3 - - - - - 13 49 uTFRS 59 223 , 4282 4270 70 21.3 - - - - - - 5 20 - - 23 87 Lock Valve: 26 Ft (7.9 m) 35 Ft (10.7 m) 42 Ft (12.8 m) 50 Ft (15.2 m) 62 Fl (18.9 m) 75 Ft (22.9 m) 15 4^ 10 266, 2 5 4 292, 284, 294, 295, 4292 4284 4294 4295 ° A CAUTION Model 293/4293 should not be 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 160 170 180 190 200 210 220 230 subjected to less than 15 feet TDH. nLLONs �- ���� 0 80 160 240 320 400 480 560 640 720 800 FLOW PER MMUTL © Copyright 2000 Zoeller Co. All rights reserved. 5 EASY DO'S & DON'T'S FOR INSTALLING A SUMP PUMP 1. DO read thoroughly all installation material provided with the pump. 2. DO inspect pump for any visible damage caused by shipping. Contact dealer if pump appears to be damaged. 3. DO clean all debris from the sump. Be sure that the pump will have a hard, flat surface beneath it. DO NOT install on sand, gravel or dirt. 4. DO be sure that the sump is large enough to allow proper clearance for the level control switch(es) to operate properly. 5. DO Always Disconnect Pump From Power Source Before Handling. DO always connect to a separately protected and properly grounded circuit. SSPMA DO NOT ever cut, splice, or damage power cord (Only splice in a watertight junction box). MEMBER DO NOT carry or lift pump by its power cord. DO NOT use an extension cord with a sump pump. 6. DO install a check valve and a union in the discharge line. nro s�ynce DO NOT use a discharge pipe smaller than the pump discharge. PUMP MFRS. ASSN. 7. DO NOT use a sump pump as a trench or excavation pump, or for pumping sewage, gasoline, or other hazardous liquids. YOUR ASSURANCE 8. DO test pump immediately after installation to be sure that the system is working properly. OF QUALITY 9. DO cover sump with an adequate sump cover. 10. DO review all applicable local and national codes and verify that the installation conforms to each of them. 11. DO consult manufacturer for clarifications or questions. 12. DO consider a Two Pump System with an alarm (Page 5) where an installation may become overloaded or primary pump failure would result in property damages. 13. DO consider a D.C. Backup System (See the Basement Sentry page 5) where a sump or dewatering pump is necessary for the prevention of property damages from flooding due to A.C. Power disruptions, mechanical or electrical problems or system overloading. Service Checklist ® A WARNING ELECTRICAL PRECAUTIONS- Before servicing a pump, always shut off the main power breaker and then unplug the pump - making sure you are not standing in water and wearing insulated protective sole shoes. Under flooded conditions, contact your local electric company or a qualified licensed electrician for disconnecting electrical service prior to pump removal. A WARNING Submersible pumps contain oils which becomes pressurized and hot under operating conditions - allow 2'/2 hours after disconnecting before attempting service. CONDITION COMMON CAUSES A. Pump will not start or run. Check fuse, low voltage, overload open, open or incorrect wiring, open switch, impeller or seal bound mechanically, defective capacitor or relay when used, motor or wiring shorted. Float assembly held down. Switch defective, damaged, or out of adjustment. B. Motor overheats and trips overload Incorrect voltage, negative head (discharge open lower than normal) impeller or seal bound mechanically, defective or blows fuse. capacitor or relay, motor shorted. C. Pump starts and stops too often. Float tight on rod, check valve stuck or none installed in long distance line, overload open, level switch(s) defective, sump pit too small. D. Pump will not shut off. Debris under float assembly, floatorfloatrod bound by pit sides or other, switch defective, damaged o out of adj ustment. E. Pump operates butdelivers little or Check strainer housing, discharge pipe, or if check valve is used vent hole must be clear. Discharge head ex- no water. ceeds pump capacity. Low or incorrect voltage. Incorrect motor rotation. Capacitor defective. Incoming water containing air or causing air to enter pumping chamber. F. Drop in head and/or capacity after Increased pipe friction, clogged line or check valve. Abrasive material and adverse chemicals could possibly a period of use. deteriorate impeller and pump housing. Check line. Remove base and inspect. If the above checklist does not uncover the problem, consult the factory - Do not attempt to service or otherwise disassemble pump. Service must be by Zoeller Authorized Service Stations. Limited Warranty Zoeller Pump Company warrants, to the purchaser and subsequent owner during the warranty warranty is in lieu of all other warranties expressed or implied; and we do not authorize any period, every new Zoeller Pump Company product to be free from defects in material and representative or other person to assume for us any other liability in connection with our products. workmanship under normal use and service, when properly installed, used and maintained, for 1) Contact Zoeller Pump Company, 3649 Cane Run Road, Louisville, Kentucky 40211 -1961, Attention: Standard Warranty - a period of one year from date of installation or 18 months from date of Customer Service Department to obtain any needed repair or replacement of part(s) or additional manufacturer, whichever comes first OR 2) Optional Three (3) Year Warranty - a period of three(3) information pertaining to our warranty. years from date of installation or 42 months from date of manufacturer whichever comes first. Parts that fail, (within standard or three(3) year optional warranty) that inspections determine to ZOELLER PUMP COMPANY EXPRESSLY DISCLAIMS LIABILITY FOR SPECIAL, be defective in material or workmanship, will be repaired, replaced or remanufactured at Zoeller CONSEQUENTIAL OR INCIDENTAL DAMAGES OR BREACH OF EXPRESSED OR IMPLIED Pump Company's* option, provided however, that by so doing we will not be obligated to replace WARRANTY; AND ANY IMPLIED WARRANTY OF FITNESS FOR A PARTICULAR PURPOSE an entire assembly, the entire mechanism or the complete unit. No allowance will be made for AND OF MERCHANTABILITY SHALL BE LIMITED TO THE DURATION OF THE EXPRESSED shipping charges, damages, labor or other charges that may occur due to product failure, repair WARRANTY. or replacement. Some states do not allow limitations on the duration of an implied warranty, so the above limitation This warranty does not apply to any material that has been disassembled without prior approval of may not apply to you. Some states do not allow the exclusion or limitation of incidental or Zoeller Pump Company, subjected to misuse, misapplication, neglect, alteration, accident or act consequential damages, so the above limitation or exclusion may not apply to you. of God; that has not been installed, operated or maintained in accordance with Zoeller Pump Company installation instructions; that has been exposed to but not limited to the following: sand, This warranty gives you specific legal rights and you may also have other rights which vary from gravel, cement, mud, tar, hydrocarbons or hydrocarbon derivatives (oil, gasoline, solvents, etc), state to state. wash towels or feminine sanitary products, etc. or other abrasive or corrosive substances. This 6L_ © Copyright 2000 Zoeller Co. All rights reserved. 6