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018-1034-10-300
- .. Wisconsin pepartment of Commerce Safely and Buil~rrgs Division 3 GENERAL INFORMATION Personal informallon you provlce may oe used ror secondary purposes [Privacy l.aw, s.15.04 (1)(m)]. Permit H er i Name: ^ City ^ Village own o nderson, Roger Hammond Township T BM Ee~v((.:~ ~ insp. BM E eqv : BM Description: VC! CO C.C.J / C~ g~~[ PRIVATE SEWAGE SYSTEM INSPECTION REPORT (ATTACH TO PERMIT) TANK INFORMATION TYPE MANUFACTURER CAPACITY Septic ~ M(~ P• ~ o (0 0 Oosing ~ ~a Aeration Holding TANK SETBACK INFORMATION TANK TO P/L WELL BLDG. Vent to Airlntake ROAD Septic > Sfl / ~ bb / ~ 2 r .-- NA Oosing u ~roo/ t ~ -~ ~ ~ NA Aeration A Holding PUMP /SIPHON INFORMATION ELEVATION DATA ounty: St. Croix Sanitary Permit No.: 384122 5 to Plan 10 No.. ~~ r Tv~owtt • 1~. Parcel Tax No.: 018-1034-10-300 fl.. ZQ,Il. zY~L' STATION BS HI FS ELEV. Benchmark Alt. BM d ~ " ff-~ d 2 • q0 Bldg. Sewer r M , ~'~ q 3. ~r St/Ht Inlet ~.p~ `13,~fpr _--_ Dt Bottom '~ Header/Man: • ~~ $`1) l ~ t13, S`"I Oist. Pipe ~`S1° ~ 0 3,~9 ~ Bot. System ~ ~ 0 3, oo r Final Grad .~(~ I_,, U ` St cover ~, }~l l d ( ['0.85 ~~•°'0S cJ0 r0 / ,4~.~ . g ~ 3. -S' 02. o D / Width •r Length ~ No.Of s PIT No.Of Pi Inside Oia. Liquid Depth I ~ Q- DIMEN 1 SETBACK SYSTEM TO P/ L BLDG WELL LAKE /STREAM LEACHI adurer: INFORMATION Type O .~- ~' r I ti ~ ~ fj ' CH U NIT R M e Num r: System: ~, ~~c ~~~ ~ ~ ~l by x~ COMMENTS: ~~ DISTRIBUTION SYSTEM ~~"'~,,"'r`p(~c~ ~ `~ s ~~ dj, l~ne~*~-•~ ~Con~+-i ~ `f S~~ Header / Mani ord r th ~ •~ Dia Len I r Distribution Pipe(s) r th ~ Len ~/ I acin •~ Oia ~ S x Hole Size y J~ x Hole ipacing 2 ?j Vent To Air Intake . g ~ g g . p p 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 Inspection#1: ob/IS/~/ Inspection #2:o~'/II /vl (NE 1/4 NE 1/4 17 T29N R17W) - 1629172420 -Lot 1 e r C Q,~,~p1 v~ t~ CR.c~ ~ t~S' , lay- s1 '_ Ian revision required? ^ Yes No Use other side for additional informal on. 0 l l o 2.) Bldg sewrr~-length = I Z : a -amount of cod c = ~ t 8~ Sod ~~ 3.) contour= lo!-Si'~ '"~'E•1T "* ~ ~~'.-,~ l4 ~~~ . ~ l~ (Include code discrepancies, persons present, etc.) 1 °"''{` -~ use. s~ 4 Location: 1771 100th Avenue, I~~m ond, WI 54Q 15 1.) Alt BM Description = , ~~ ~ f ' ' ~'`~ r p Si30-6710 (R.319~ Date ~~tr26 Inspector's Signature Cert. No. SOIL ABSORPTION SYSTEM 1 ; • ~ n/J 1 ~~ ~ ~ ~-~ (" 0 a i ~~ ~~~ s ~~~ ~ ~ E Sanitary Permit Application Safety & Buildings Division In accord with Comm 83.21, Wis. Adm. Code 201 W. Washington Ave. ~''~`~'"~ See reverse side for instructions for completing this application PO Box 7302 lavp~ertrne:nt of Carnnterca Personal information ou rovide Y p maybe used for secondary purposes Madison, WI 53707-7302 [Privacy Law, s. 15.04(1)(m)] Submit com leted form to coon rf not ( P tY state owned. Attach com lete laps to the coon co onl for the s stem, on a er not less than 8 - x 11 inches in size County ~ ~ !~ State S g ~ZNumber Check if revision to previous application . State P1a~I. D. N~cnber ~ Z~ 'tf" I. A lication Information -Please Print all Information anon: Property Owne Name Pro p erty Loc tion / ~~ ~ ~SD/V ~ a s ~ IV 1/4 ~G1/4 S ` T~ N R~ or Property Ownge-'s MGailing Address ~ , , , Lot Number Block Number O ~~ / Ci State Zip Code Phone Number Subdivision Name or CSM umbe CS Wl II. Type of Building: (eheck one) / .~ P`{ w ®' 1 or 2 Family Dwelling - No. of Bedrooms :~_ t.,.y,~.,...`araaQ °~`""~-'~ t ~'1 ~ ^Ciry r a ~ j ^ Public/Commercial (describe use):_ ow n of ` N~OI<1 ~ ^ State-Owned Nearest Road /OO '~~F ~ ~ / ~ Q n / ~ ~ " / C-eN~1~9ti~ ~ ~ D ~ • s0 Parcel Tax Number(s) III. T e of Permit: Check oni one ox on line A. Check box on line B if a licable / 6 . a 9 t= A) 1 • ew 2. ^ Replacement 3. ^ Replacement of 4. 5. 6. ^ Addition to S stem S stem Tank Onl Existin S stem B) Permit Number Date Issued ^ A Sani Permit was reviousi issued IV. Type of POWT System: (Check all that apply) ^ Non-pressurized In-ground j~'Mound ^ Sand Filter ^ Constructed Wetland ^ Pressurized In-ground ^ Holding Tank ^ Single Pass ^ Drip Line ^ At- ade ^ Aerobic Treatment Unit ^ Recirculatin ^ Outer: V. Dis ersal/Treatment Area Information: l .Design Flow (gpd) 2. Dispersal Area R 3. Dispersal Area 4. Soil Application 5. Percolation Rate 6 System Elevation /~ 7. Final Grade equired Proposed Rate (Gals./day/sq. ft.) (MinJinch) Elevaton ' VII. Tank Capacity in Total # of Manufacturer Prefab Site Steel Fiber- Piastic Information Gallons Gallons Tanks Con- Con- glass New Existing Crete structed Tanks Tanks s~r~ BOo -- iooo ~ ^ ^ ^ ~~. VIII. Responsibility Statement I, the undersi ed, assume res onsibili for inst tion of the P S shown on the attached lans. Plumber's ame (print) Plumber's S' afore (no stamp MP/MPRS No. Business Phone Number o~ i~z~ f7~/35~~6 L. 7/.S ~ Z3.~ Z~ Plumber's Address (Street, Ciry, State, Zip Code ~~ ff (" IX. County/Department Use Only ^ Disapproved Sanitary Permit Fce (Includes Groundwater Date Issued ~`~genf`S' (No stamps) Approved ^ Owner Given Initial Adverse Surcharce) ~ pZ-p}-~1 ~` `~ - Determination ~S X^Con ftion of A1~ r v easo~ns~or Disa ~rovaL• ~e e [,~ ,, ~ vu~.~-~ ' .c-'~ ~ 4;Fat~ ,~~ ~ , ~ tT M 1'~~~ ate .~ l OL q~ ~ ~ '~7 ~j ~/ ~'~ I!~~ ~ J ~` y ^. , ~jp~ / ~ v~ ~, ~'1'` SG'T ~. c~Kd L 5 $'~^~ ~ i N~.WtS[ 47~- ~ ,~S~ ,~_~_p~~_~ f ^~-~~~ ~ ~ /~ - ` ~2.C.l9wa r~q?Md~ 1 ti RC' CtS N K*A~ ~ ~ NA ~ ~1 ~ Y ` ~ ~ ~ ~ 1 M .I N ~uL Ut•IQ.{~tit L ~ J~ x r e° 1 t ( <.t ~~ _rr t CS~ ,. n~~^, 1 . ,~ r ,~~ _ '', ~~ ;<< . '^a..~ .-._~-.-. ~~~ 30• -1" ld. 1~.C - PLOT PLAN " _ ~ -Page 3 of 7 "Scale 1 "= y,p ' ;' .~ `.~, L U O TLS- _ 1~`1 t - a • b yn i 'ro 1 ~ 0 Tai- S r. 300.8 6 ' ,_'79,8 Z' - W~,l. 3 ~o \Z-'^'I b4-o ~.~t '70' of 1~~'\ ~S`r~w. c1~.,`ra~z~i. ti0L5~ ~l '~ P UC ,~ ~0~-" 1 OF '~L ~_~.S ~b! \ 72~~-.103.0' _"'_~ P -- - ~~ .~ ~ ,~ ` ~~ N \~ B-3 ~0/ • 'S ~ 1~0 1VQT' L°0?'l Pt~~' ~ otZ ~1s1-U~za (n - rn~ s ~z~- N 0 rri 1 0 J J z NOTES• 1. Elevations shown are existing ground elevations unless otherwise noted. 2. Install 4" observation pipes with approved caps. ( 2 required). 3. Septic -tank to be ~ooo l6S~ gallon capacity manufactured by r'1. t p tJ ~sY~~1 >>~~ r` w/ ZP~13 ~'t. N1=-r ~ v ~1 T ~ r ~`r~-. - 4 . $ench mark S : Ste, I°~OUN. 5. Divert surface water around system to prevent ponding at the uphill side. 1 ~ ~ ~scons~n Department of Commerce November 10, 2000 CUST ID No.691727 ARTHUR L WEGERER 421 N MAIN ST PO BOX 74 RIVER FALLS WI 540: RE: CONDITIONAL PLAN APPROVAL E~ .r" __ ~.~~- t \E_L._4 ~~~ ~t~r ,,.t ~ 2~~0 Ct7 1 5j GNVtn ~° C~~~N~ zoNlc~co~~~c~. Safety and Buildings PO BOX 7162 MADISON WI 53707-7162 TDD #: (608) 264-8777 www. comme rce.state.wi. us/S B Tommy G. Thompson, Governor Brenda J. Blanchard, Secretary ATTN: POWTS INSPECTOR ZONING OFFICE ST CROIX COUNTY SPIA 1101 CARMICHAEL RD HUDSON WI 54016 SITE: ~~. ,,`<,,; Site ID: 201631, ROGER ~$ ~ ST CROIX County, Town of 0TH AVE NW1/4, NE1/4, S17, T29N, R17W Lot: 1, FOR: Object Type: POWT System Regulated Object ID No.: 769950 MOUND /DWELLING 450 GPD Identifi ` Number Transaction ID i~' 447200 Site ID No. 201631 Please refer to both idenh ication numbers, above, in all correspondence with the agency. 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, f t ~. ROBERT KANTER , POWTS PLAN REVIEWER Integrated Services (608)261-7735 ,MONDAY-FRIDAY 8:OOAM - 4:45PM RKANTER@COMMERCE. STATE. WI.US DATE RECEIVED 10/30/2000 FEE REQUIRED $ 175.00 FEE RECEIVED $ 175.00 BALANCE DUE $ 0.00 WiSMr1RT code: 7633 cc: ROGER ANDERSON .' ' ~ ~ ~scons~n Department of Commerce November 10, 2000 CUST ID No.691727 ARTHUR L WEGERER 421 N MAIN ST PO BOX 74 RIVER FALLS WI 54022 ~~~,r~ , r. ~ , RE: CONDITIONAL APPROVAT. PLAN APPROVAL EXPIRES: 11/1 ~•: '=~ ~' S1 GRC3t~ Safety and Buildings PO BOX 7162 MADISON WI 53707-7162 TDD #: (608) 264-8777 www.commerce.state.wi.us/SB Tommy G. Thompson, Governor Brenda J. Blanchard, Secretary -~ATTN.• POWTS INSPECTOR SITE: Site ID: 201631, ROGER ANDERSON ST CROIX County, Town of HAMMOND; 100TH AVE NW1/4, NE1/4, S17, T29N, R17W Lot: 1, FOR: Object Type: POWT System Regulated Object ID No.: 769950 MOUND /DWELLING 450 GPD (vING OFFICE CROIX COUNTY SPIA ~ 1 CARMICHAEL RD DSON WI 54016 Identification Numbers Transaction ID No. 447200 Site ID No. 201631 Please refer to both identification numbers, above, in all correspondence with the agency. 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 p• ~ on this letterhead. Cnt2 Sincerely, ROBERT KANTER , POWTS PLAN REVIEWER Integrated Services (608)261-7735 ,MONDAY-FRIDAY 8:OOAM - 4:45PM RKANTER@COMMERCE. STATE. WI.US DATE RECEIVED 10/30/2000 FEE REQUIRED $ 175.00 FEE RECEIVED $ 175.00 BALANCE DUE $ 0.00 WiSMART code: 7633 ~~ DE flIV ON cc: ROGER ANDERSON TITLE SHEET FOUND SYSTEM FOR A 3 BEDROOr1 RESIDENCE Page ~ of 1 This plan has been prepared in accordance with the Mound Component Manual SBD-1057 P and the Pressure Distribution Manual SBD-10573-P Ctz. blg9.~ C2. 6L4q~ LOCATED IP1 THE NW 1 /4 OF THE N~ 1 /4 OF SECTION 1.~ , T. Zq N, R )7 W, TOWiJ OF 1-~ R1^'I~U~y~ ST- ClZ.c1 LX COUNTY, WISCONSIN. INDEX PAGE 1 of 7 TITLE SHEET PAGE 2 Of 7 SYSTEM rIANAGEi~ENT PLAiv PAGE 3 of 7 PLOT PLAN PAGE 4 of 7 PLAN VIEtd-CROSS SECTION PAGE 5 of 7 DISTRIBUTIOAt PIPE LAYOUT PAGE 6 of 7 PUI.IPING CHAP~IBER CROSS SECTION PAGE 7 of 7 PUMP PERFORI.IANCE CURVE PREPARED FOR __- - _ -two ~ ~z -_--~~~6u= __ PREPARED BY WEGEF~ER SQ I L. . TEST I t~tG AND . - DES = G~V S~F?V = CE P.O. Box- 74 421 Id.fifain St. River Falls, WI 54022 Phone 715-425-0165 Fax 715-425-6864 ~ ~ ~ ~ 5 2000 SA~~~iY ~c BLD~~?I~i. ~iofla1ly ~~ of COMMERCE ESY A/N/~UI~LDINGS ~G/ - CE .ESP~N~EN ems.-,~~ DNS -~- •~N.N.~•~•M,A• aR-rHVa ~ WEi3EREA • 0.975 P EI.ISWOHTH, •,i - ~~- Z~-Dd JOB N0. dO-309 , Mound System Management Plan .Page Z of 7 ' Pursuant to Comm 83.54, Wis. Adm. Code Septic Tank The septic tank shall be maintained by an individual certified to service septic tanks under s. 281.48, Stats. The contents of the septic tank shall be disposed of in accordance with NR 113, Wis. Adm. Code. Th erating condition of the septic tank and outlet filter shall be assessed at least once every 3 years by inspection. Th outlet flit r shall be cleaned as necessary to ensure proper operation. The filter cartridge should not be removed unless provisions are made to retain solids in the tank that may slough off the filter when. removed from its enclosure. If the filter is equipped with an alarm, the filter shall be serviced if the alarm is activated continuously. Intermittent filter alarms may indicate surge flows or an impending continuous alarm. The septic tank shall have its contents removed when the volume of sludge and scum in the tank exceeds 1/3 the liquid volume of the tank. If the contents of the tank are not removed at the time of a triennial assessment, maintenance personnel shall advise the owner of when the next service needs to be performed to maintain less than maximum scum and sludge accumulation in the tank. The addition of biological or chemical additives to enhance septic tank performance is generally not required. However, if such products are used they shall be approved for septic tank use by the Department of Commerce, Safety and Buildings Division. . Pump Tank The pump (dosing) tank shall be inspected at least once every 3 years. All switches, alarms, and pumps shall be tested to verify proper operation. If an effluent filter is installed within the tank it shall be inspected and serviced as necessary. Mound and Pressure Distribution System No trees or shrubs should be planted on the mound. Plantings may be made around the mound's perimeter, and the mound shall be seeded and mulched as necessary to prevent erosion and to provide some protection from frost penetration. Traffic (other than for vegetative maintenance) on the mound is not recommended since soil compaction may hinder aeration of the infiltrative surface within the mound and snow compaction in the winter will promote frost penetration. Cold weather installations (October-February) dictate that the mound be heavily mulched for frost protection. Influent quality into the mound system may not exceed 220 mg/L BOD5, 150 mg/L TSS, and 30 mg/L FOG: Influent flow may not exceed maximum design flow specified in the permit for this installation. The pressure distribution system is provided with a flushing point at the end of each lateral, and it is recommended that each lateral be flushed of accumulated solids at least once every 18 months. When a pressure test is performed it should be compared to the initial test when the system was installed to determine if orifice clogging has occurred and if orifice cleaning is required to maintain equal distribution within the dispersal cell. Observation pipes within the dispersal cell shall be checked for effluent ponding. Ponding levels shall be reported to the owner, and any levels above 4 inches considered as an impending hydraulic failure requiring additional, more frequent monitoring. General This system shall be operated in accordance with Comm 82-84 Wis. Adm. Code, and shall maintained in accordance with its' component manual [SBD-10572-P (R. 6/99)J and local or state rules pertaining to system maintenance and maintenance reporting. No one should ever enter a septic or pump tank since dangerous gases may be present that could cause death. Septic and pump tank abandonment shall be in accordance with Comm 83.33, Wis. Adm. Code when the tanks are no longer used as POWTS components. Septic or pump tank manhole risers, access risers and covers should be inspected for water tightness and soundness. Access openings used for service and assessment shalt be sealed watertight upon the completion of service. Any opening deemed unsound, defective, or subject to failure must be replaced. Exposed access openings greater than 8-inches in diameter shall be secured by an effective locking device to prevent accidental or unauthorized entry into a tank or component. Contingency Plan If the septic tank or any of its components become defective the tank or component shall be repaired or replaced to keep the system in proper operating condition. If the dosing tank, pump,. pump controls, alarm or related wiring becomes defective the defective component shall be immediately repaired or replaced with a component of the same or equal performance. If the mound component fails to accept wastewater or begins to discharge wastewater to the ground surface, it will be repaired or replaced in its' present location by increasing basal area if toe leakage occurs or by removing biologically clogged adsorption and dispersal media, and related piping, and replacing said components as deemed necessary to bring the system into proper operating condition. uestions on the operation or maintenance of this system should be directed to the County Zoning office at -11S- 386-~68p or to the licensed plumber who installed the system. PLOT PLAN kale 1 "= y,~ ' 6 6 h1 i To i ~ o T~} sr. Page 3 of 7 300.8 6 ' - - -- - `_ - 4 _- h L-~'"! _._ ~Tl... Cg0-.0. ON 7UP C~4 - t l Z C-0~1~jO l~^ . - --_~. ?A~ OF ~.'~ eve 3-1 6S~OP Z~pUCF_ly, ' 8~'#' ~- ~ W~.L t 0 2 , ~ ~ 5' r') ~ u . CU.i`ID~Z ~s~, ti0 L S n, ~0~~"t OF~ °~C'LL ~a.~ ~' ~ ~-.l03.0' \ 2r t i \~_ ~~. ~ ~~ Z ~ \ ~~ N ~\ 8~ 3 ~0/ ~ ' ~ ~5.~ ~/ f \ ~ l~ ~ ~(0 ~ G'0r1 Ph~T ~ _ O~Z l>1S1'L~Z.~3 to T~i't S 1'~r1Z~A . NI N_ a` 0 .ri 1 0 J i~ NOTES: 1. Elevations shown are existing ground elevations unless otherwise noted. 2. Install 4" observation pipes with approved caps. ( 2 required). 3. Septic tank to be louo !6 Sy gallon capacity manufactured by 4. $ench mark S : S~ -~3dU~ 5. Divert surface water around .system to prevent ponding at the uphill side. • Page ~ Of ~ Approved Synthetic Covering ASTiK C33 Medium Sand Topsoil '" 3 E i ,. s . % Slope Distribution Cell of Z" to 2 Z" Aggregate ~ istribution Fipe ~~_~ F ~~- '~ D ~' e . - Force Main From Pump CROSS SECTION OF A MOUND SYSTEM Linear Loading Rate= cl-~ GpD/LN FT Design Loading Rate=p,~-l3GPD/SQ FT ~,,.~ :~~ .. ~ ~ ~ < G ;~,Ele~r. l p3.p Flowe d Layer D t. SFi. E l .°I S Ft. F y.Q~ Ft. G v_S Ft. A _~ Ft. - Fi 1- b Ft. B SO Ft. I lZ-- Ft. J ~ Ft. ' K ll Ft. L ~ Z Ft. W Z- q Ft. I -Observation Pipe= K a a--~---~ 8---- -----=--- ------=------- = --- . w ~--L b. _ ---- ------- ---------- _ ---- _ _ -~--o Farce Main ao :~ o ~Pcj S t`'CC: ~D. . Distribution ~ ~ ~ ~ ~~ ~ ~~ Cell of 2 to 22 Pipe aggregate • • Observation Pipe - • U-achbr securely) -- f - _.. _._ _ _ -.------• ' ' ~ PLATT VIErrT OF A MOUND SYSTEI4 , ., Distribution Pipe Layout Page 5 of Place the holes at the bottom of the distribution pipes at equal spacing. Remove all burrs from the pipe and holes. Extend the end of each lateral up with the use of Iong turn or 4~ ° fitting to a point within six .~ inches of the final grade. Terminate the ends of the laterals with a valve,:threaded cap or . threaded plug. Provide access from final grade for the valve, threaded cap or threaded plus, ' ~_ ~~,cc`ss so~_ - n T `i P_ 1 C'f~ L . _ Z;,~Z.OS S .. s~~1~ 1y ~ L'Prt~l V \ E1,y --- a ,p h~~~~ a-- ~- -- ~ ~cc~s -sox - -~ --~ pvc ~~c r r„},,,~ _ ~q ~~ P = ~ Ft. 5 3 Ft. X ~3 Inches Hole Oi ameter -3J! b Inch -= ~- - Lateral 1 ~ InchEes)- Manifold Z - Inches Force Main " Z~ Inches - # of holes/pipe ~ 3 - Invert Elevation of.Laterals~D3.S Ft. Lax u- 6b - ~_s~~ 6= s~.~~ 6 P~ _` ... _. u>~sp~llou P tPE w~NncZ~`eN-rr~p ~, . ~ I 18'/'l IAI. IAILET Approved joint w/ PVC pipe ALR wrAKE --1 6".~w. ~ i : ~, ' ~~ ~qi -• a ~a~~~s z~~. ~~~ ~ CWaDutT I ~'- ~-- _ 1f ~~: ~\~; 1 ~PROVIOE ~ ~j'A~RTIGHT SEAL ~ _.A~ I 6 ~ ~, c -~ . I PUMP ~,rr-~~ CLCY.~'Z'OO fT. D COIJCRETC LsZ.ESU . °1 `- 00 ~ . • BLOCK-- 5 ~~ Mlu. OF 7. ~. ~ fB'MI11. l I' I ~~ Approved ~~ joint wJ ,~ ALARM PVC p ~. p e ou OFF RISEit EXIT PERMI1fED OIJLy IF TAIJK MAIJUFACTURI~.R HAS SUCH APPROVAL~3~Ap~~~~ BEppsNi4 sEPrIC F SPEGIFICATIOI.IS DOSE ~ Q TA1.1K MA-JUFACTURCR: W1L~Dw~~~2~.1 ~~ T' IJUMBER OF DOSES' ~' 1 pER p,~;y TAAJK :,IZC: L~00 Ll,SO GALLO-.IS DOSE VOLUME z ALARM MAUUFACTURi`R: S-S • ~~ Sk~S`TL~'~ s` IrvCLUD1AJG 6ACKflOW: ~' 0 Z GrtLION,~. MODEL A]UMgER: LDS L'~w tAPACITIES: A- l~ IAJCHCS OR 306 SWITCH T~PC: ~ ~~"~ GALLOys B = _ Z t}JCHES'OR _=_1_ G~ILLOUS PUMP !"lA1JUFACTURER: ~~75 C= ~ iutHES OR lOZ GALLOt.15 MODEL 1JUMHER: 38 $S •W~O 3 L Q= ZZ -~ 111CHE5 OR~J GAlLD1J5 SWITCH TYPE: - ~C~2~1Z~'f IJOTE: PUMP ACID ALARM RE TO 6C'~ MIAIIMUM DISCHARGE RATE Sl'~8 GPM INSTAlLEO OAl SEPARATE CIRCUITS VERTICAL QIFFEREWCE DETWCEU PUMP Off A1JD.,DISTRI)jUTiOU PIPE., ll• SO FEET + Mtl.lIMUM IJETWORK SUPPLY PRESSURE . ~ ~ ~ ~ ~ ~ ~ 3-~'SFLET ~f- 6 S ' FEET OF FORCE MA-AS X S'29 F~o pCFRIC71ou FACTOR.. 3 ~ T FEET TOTAL DyuAMIG HEAP - !~ ~ t FEET As per manufacturer. l`~.0 gal/in. Liquid depth 3$~~ • ~- Combination Sepi:;ic~,Tank and PLjMP CHAMBER CROSS SECTION AtJD SPECIFICATI0~15 ' PAGE G • ~• WEATHER PJt00F . -vt:uT c~P . ~uucTlou eoX . ti C.Z. VCUT_ PIPC ~ APPROVED LOCK11~1G ~ 1Q' f ROM DOOR, ~rliIIJHOLE COVER wi'~ :iiAJDOW OR FRESH ~ wAAtJf1JG L1~6EL. ,, ~y'r'1~ P~~1Z-~Oa-~~Y}yCE Cu1zyE uouius ~1.1~3~'1E~~~3~~ ~~~~~~~~ ~~I~37~ ~ ar- ~ MODEL 3885 APPLICATIONS Specifically designed for the following uses: • Homes • Farms • Trailer courts • Motels • Schools • Hospitals • Industry •. Effluent systems SPECIFICATIONS Pump • .Solids handling capabilities: 3/a" maximum. • Discharge size: 2" NPT. • Capacities: up to 128 GPM. • Total heads: up tti 123 feet TDH. • Mechanical seal: silicon carbide-rotary seatlsilicon carbide-stationary seat, 300 series stainless steel metal parts, BUNA-N elastomers. • Temperature: 104°F (40°C) continuous 140°F (60°C) intermittent. . • Fasteners: 300 series stainless steel. • Capable of running dry without damage fa components. Motor Single phase: •'/ HP,115 V, 200 V, 230 V, 60 Hz, 1750 RPM;'/z HP, 115 V, 60 Hz, 3500 RPM; '/ HP-1%z HP, 230 V, 60 Hz, 3500 RPM. • Built-in overload with automatic reset. • Class B insulation. ' Three~phase: • % HP -1 Y HP, 200/230/ 460 V, 60 Hz, 3500 RPM. • Class B insulation. ©1995 Goulds Pumps, Inc. • Overload protection must smooth operation. Silicon can be operated continuously be provided in starter unit. bronze impeller available as without damage. • Shaft: threaded, 400 series an option. ^ Bearings: Upper and stainless steel. ^ Casing: Cast iron volute lower heavy duty ball bearing • Bearings: ball bearings type for maximum efficiency. construction. upper and lower. • Power cord: 20 foot 2" NPT discharge adaptable ^ Power Cable: Severe duty standard length (optional for slide rails stems. y rated, oil and water resistant. lengths available). ' ^ Mechanica{ Seal: SILICON Epoxy seal on motor end Single phase: CARBIDE VS. SILICON provides secondary moisture •'/3 and''/z HP -16/3 SJTO CARBIDE sealing faces. barrier in case of outer jacket with 115 V or 230 V three Stainless steel metal parts, damage and to prevent oil prong plug. BUNA-N elastomers. .wicking. • 3/4-1'/z HP -1413 STO with ^ Shaft: Corrosion-resistant ^ 0-ring: Assures positive bare leads. stainless steel. Threaded sealing against contaminants Three phase: design. Locknut on three and oil leakage. •'/z-1Yz HP -14/4 STO phase models to guard with bare leads. On CSA against component damage AGENCY LISTINGS listed models - 20 foot on accidental reverse rotation. length SJTW and STW ^ Motor: Fully submerged in SP Canadian Standards Association are standard. high-grade turbine oil for . lubrication and efficient heat UL Unde aei~oratones~ FEATURES transfer. ~ ^ Impeller: Cast iron, semi- open, non-clog with pump- ^ Designed far Continuous Operation: Pump ratings are ' ~ ~ ,~.~0 out vanes for mechanical seal protection. Balanced for within the motor m cturer s recommended rking limit, METERS FEET so, - ~ ~ ~ ~ SERIE 5 25 80 i VI(E1 I { `" ~ J ? i ~ /.'SOLIDS I j PM: VARIOUS ~ GPM - i 20 70f 'E1QH ~ ~ ' Q ' i t i so 15 50 i E E t t i Z ' I i ; j i c 40 WEO H j { : ~ i i i i i0 I i i i ! i i ~ 30 ' 4 i 1 VYEO t i ~ ~ I I i 20 ~ i 5 y ~ f 10 i ' I I I f I 0 0 ` ~ ' i 0 20 30 ~ 40 50 60 0 80 , 90 100 110 120 130GPM 0 10 20 30 m3lh CAPACrrY Effective Mav. 1995 wrsconsinDepartrnentofCommerce SOfL EVALUATION REPORT Page L ot~ IJlvision ofrSatety end Buildings ~n ac~vrvance wrar wmm o~, rns. nam. was C Attach camp~te site plan on paper not less than 812 x 11 inches in size Plan must ounty ~ ' . indude, but not limited to: vertical and horizontal reference point (BM), d'aedion and Parcel I.D. percent slope, scale or dimensions, north arrow, and bcation and distance to nearest road. _ _.__. ... Please print aU information. - _ _ . Reviewed by Date Personal tMwmatlon you provide msy be secondary Durposes . a.15.04 (1) (m)). _ Properly Owner _ _ _ .. Property Location ~ _ - -' _ ~ ~ ~ ~ ) Lot ~U't...1 114 ,t/E 1i4 S , (y T N R E (or) Property Owners Mailing Lot # Block # Sutxi Name or CSMIf - _. _ ~! 17U~ ~ _-.. .. . City _ _ _.. - .. . Sfate - Tap Code Phone Number_._... _ . . [~ Town ^ City ._ _ ~ Ytdege Nearest Road .1-kr m w~.ol~ - t syv s (7iS) 7 G Faye .. ~, ~no/I leU ~ ~..~ `~ New Construdion . - Use: ~ Residential / Number of bedrooms ~ -y Code derived design flow rate `7~.~ ~4 d C~ GPD ^ Replacement . ^ Putslic or commercial - Descxd~e: Parent material _ -~-~ ~ ~ Flood Plain elevation if applicable ti~ ~ ft _ . _ _ . Ger~erai comrnents -. ,S~rs~e vim.. 221~e J ~ _~0 ~ : o .~ -- ._ _ _ _. ,__ .-- . azrd reaorrlrrlendations: ^~g-- _._.._ Boring # - ... - _- - - .. _ _ _ ~pg' Ground surface elev. !oa •S~ ft Depth to Irtrrliting factor ZJr in. - - Sod n Rate Horizon -Depth _. Dominant _ _ . Redox Desaiption Texture Structure C.o~ence Boundary Roots GP D1fP in. Munsell _ _ . Qu. Sz Cont Cobr . Gr. Sz. Sh. ____.., _ ._._ _. _ _ _ _ _ 'Ef~i 'Etf#2 _- _ . _ - ._ y _ Z _. _ _ _ ... ~Borirg ~ ^ BOnng - ...._ ~ - - __. _ ~it Ground surface elev. k~/ 8d R Depth to tanihng i~or ~ in . - - , - , .. ... _:. - - - . Sod Rate Horizon Depth Domnant Redox Description Texture Structure Consistence Boundary Roots GP DII~ . in. Mansell Gri.-Si. Conti Cobr' _- __. _. - Gr. Sz: Sh: - _ __ .... _ .: _< _- _ .. .~ .. _.E .. ~ ---- Ala -- - -- _.. <Z: ._ ~...__ ____ - 5,~. _. ~ . _ ._ b . . ~~, __ . ~ _ ., ~ _ . _ _ _ _ z lo_~~ : ~~ r __ _ Z ~ ~(' r~ tl-. . - --- -r - - ?j - r 8 ~20 1G~ --'31~o C 7, S r L.: Lm b - e ~ - - ,~ . .. ~ .. _. ' Et'Rrrent #t = BOD. > so < rzo moll and T5S >sa < 1 50 mdL • Enn,ent a2 =eon < 3n melt :~,a TsS < ae mart. CST Name (Pleese,Pr~l. signature .. CST Nrrtnber `t ..~~- wt r ~~ ~ .~3 '0 ~~ Date Telephone Number tnfrsc~nsin DepaM~ent of Comrnerce - SOIL EVALUATION REPORT Page ~ of ;c Division of Safely and Bufldmgs in acootaarrce vnrm t:ornm ~, vv~. warn. way . C , Plan must 81/2 i i 11 i d h ~ ounty ~ res n s ze. an x n t Attach compete ails plan on paper not indude, but not 6rrtiEed to: vertical and horizorrta! reference paint (BM), drteGion and Parcel I.D. percent slope, stalls or dimensions, north arrow, and lactation and distance to nearest road. Please print aN inforrnafion. R ~ _ ~' ~~ v Personal iMormatian you provide may be used for sacatdary Purp'oaes (Privacy Law, s. 15.04 (1) (m)). 2. Properly Owner Pr~eiiy Location ~ Govt. Lot Rri,.f 1!4 q/ ~ 1l4 S , (p T ~, N R E (or) p Owe s Ming pddn~s Lot # Bbdc # Subd. Name or CSM~ ~' ~ ~ 70 `~ ~ ~ 3zs~ P City Stale Zip Code Phone Number ^ City ^ Ullage (.~ Town Nearest Road ~un~vn.en~ ( S~/v S (7/S) 7 G~zYd -r~"-~`norl l~ ~ ~ New construction use: C~ ~ ! Nixr-ber of be~'oems ~~ Code derived design flaw rate y~ ~ d c, GPD ^ Repiac~emerrt ^ PubGc or oorrurierdai - Descxbe: Parent malaria( -!' ~' ~ ~ Fbod Plain elevation iF applicable tii~- R General corrarierits S x5-2 ivy. 2l ~ J ~ t a ~ . o v and neconirriendations: t ~~ [~ Ground surface elev. !o ~ • S~ R Depth ba limiting factor Zr,~_ in. Sob ' n Ra/e # ^ Horizon Depth Dominant Cobr Redox Description Texture Strudure Consistence Boundary Roots Dlf~ in. MunseU Qu. Sz. Cont Color Gr. Sz. Sh. 'Ef f#1 'Ef t#2 U-IU -p Z ~ S ~~' N'tia!J~ ~ •~-~'' ~- U~ c t ~7 g r O 1---- ~~ # I.y' PiB t~ Ground surface elev. !~/ ~d ft. Depth to uniting factor ~ in. Soil Rate Horizon Depth Dominant Cobr Redox Description Texture Swdure Consistence Boundary Roots GP DIt~ in. Mansell Qu. Sz. Cont Color Gr. Sz. Sh. 'Ef~'1 *Eff#2 1~~2o w~ ~3~~ C ?,S r ~- ~ zm b ~ - ~ ~ . * Effluent ff1 - BODS > ~ < 220 mglL and TSS >30 < 150 t11glL F_tfllrent ~ - BiJDs <_ 3Q mgrs. errs TS:S _< 30 nlgrL CST Name (Please Prlrit) _ Signature CST Phnriber q~~ Dale E Telephone Number Zl~3 k4~S~ .S'Qrti,.r.-~A~-, rte(, s`~i'G'Z5`~ ~' -'/ ,~ c~ 7~_~-2y~.,7~1~~~ ,, , Property Owner ~o i17`~P Parr:el ID # - Page ~~~ Bonng # U ~~ ~1~ Ground surfaoeelev./do;Sn it. Depth io limiting factor Z.,~ in. Soil ~~ Horizon ~ Depth Dominant Color Redox Description Texture Structure Consis6enoe Boundary Roots GPDRt~ 'E~ 'Eff#2 nsetl Qu. Sz Cont Color Gr. Sz. Sh: Mu in. l!~~ / '//M~ f Z la - z ~ `/ . / ,-,~ ~ ~ G ~~ ~~ # ^ Bonng ~ ^ Pit Ground surface elev. ft. Depth to limiting factor in• Soil Rate Horizon Depth Dominant Cobr Redox Description Texture Strudwe Consister-ce Boundary Roots GPDlI~ in. Mansell Qu. Sz. Cont. Cobr Gr. Sz Sh. 'Eff#1 "Eff#2 ^ Pit Ground surface elev. ft. Depth tD limiting factor in. Soil lication Rate ~~ # ~ ~~ Horizon Depth Don>inaM Color Redox Description Texture Shvdtae Consistar-oe Boundary Roots GPDJiF in. Mansell Chu. Sz. Cont. Cobr Gr. Sz. Sh. 'Eff#1 *Efffr`2 ' Effluent #1 = BODE > 30 < 220 mglL and TSS >30 < 150 mglL ' Effluerrt #2 =BOOS < 30 mgJt. 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 608-266-3]51 or TTY 608-2ti4-8777. sen-a3so ~xmao~ S 1f PAGE~OF~ NAME L5o r1 t-P LOT#/i(i LEGAL DESCRIPTION /114J'/a ~/~1a,S l to T Z 4,N,R / ~E (or7 scALE• I°°= /C~c~ B1~1.FLEVATION /,p-c r- J - d ---- BM IDESCRIPTION -~o~ o-..L ~ ~e~,t.ot,v .' ~-- BM 2 ELEVATION % Q __-. ', Q~Z BM 2 DESCRIPTION ~nP a-~ ~ 'Can ~ ; -~- SYSTEM ELEVATION f~3• d ALTERNATE ELEVATION ill/~- CONTOUR ELEVATION /~/. SG SIGNATURE ~~~~--'~G~~/ DATE icy -j ~ ~ ~ I sT cRa~x covNTY SEPTIC TANK MAII~ITENANCB AGREBMENT .-AND OWNERSHIP CBRT'IFICATION FORM sailing 1~.ddress ~ X X xop®rty ..~ ~,, ~~~ ~ ~ ms's ~~~~ ~ ,~ y {Ycrification required from Plaaniag Department for new construcuory ~z~_ i~ th _~, ~-~-1 ~ Parcel Identification Number ~~ j ~ -- / ~ ~ ~ ' - _ ~- ~' f_ IESCRIPTION .ovation I~ L~ ,~{, ~ ~ 'f,, Sec. ~ ~^ . T =~, ICI-R ~-- l W, Town of ~ ~~-1~~~' ~~' ~ ~` ____._. Lai # .~- -n ~ ~ _~, Page # _~ Survey 1l~Iap # l~~ ~~~ ~ ~ ~ Volume 3 2 `/ S `~ ,Volume 1 S~ ~ Page # ~ 3 Deed # .~ --- Spy house ^ yes ~ no Lot lines ideaitifiable ~ yes ^ no ~-.'..~-~. llV" .. ~~ tore failure to handle wastes. Pmper maintenance I roper trse ate nzaintenaacx of your septic system could result in its prema What you put into the hem pumping out the septic tank every three years or sooner, if needed by a licensed pumper. pat the fturction of the septic teak as a trcatmeat stage in the waste. disposal stem' eut a ccrttf"tcatimt form, signed by rho owner and by a property owner agrtes to submit to St. Croix Zoning Dcgartmv that(1) tlbe oat-sita'wastcwaterdisposal system joutYreytnartpiumber, r~tridedphtmbcr or a lieensedpumPa the a tank is less than 1/3 full of sludge. is ~ operating condition andJor (2) after inspection and ptur~ping (if std), is and agree to maintain rho private sewage disposal system with the standards ~ ed have read the shave rcquircmcn of Natural Resotrrxs. Satre of Wisconsin. Cectffication sti fords, as set by the lvkpastment of Commexce and the lrleparbamnt to the St. Croix County Zoning Office within 30 earring t your septic system has bean masntaincd must be completed and returned ~ three yewexpiration date. '-~ r ~ ~ ~l ,~,~ , '~ . y,.~,~~!'~~~'~_-.. DATE St OF APPLICANT O R ~ RT ,~CAT'liON I (wc) certify that all statements oa this form arc true to the bast of my (our) knowledge. I (we) am (arc) the oWnuer{s) o the ~, descn'bed`abovc, by irtuc of warranty deed recorded in Register of Deeds Office. ~' ~~~~~~ ~~ DATE ~(~ OF APPLICANT ss~*~s s.s•s~ Any infonnatioa that is miss-icepresented may result is the sanitary ptrmit being revoked by tfie Zouin$ DePar~-°nt. a~ LtctiCde vrlth ttris application: a stamped warranty deed from the f do the warranty deed II a copy of the certified survey map . ' STATE BAR OF WISCONSIN FORM I - 1998 6329$4 WARRANTY DEED I:aT~+t_EEnI H. WRt_SN REGISTER OF DEEDS Document Number V01. PAGE 235 1556 ST, CROIx CO. , WI RECEIVED FOR kECORD This Deed, made between Ronald C. Borate 11-03-000 9:45 AM {dARRANTY DEED EXEMPT # _-_ _ _, Grantor, CERT COPY FEE: and oger D. Anderso and Susan V. Anderson, COPY FEE: and and wife, as survivorship TRANSFER FEE: 96.00 marital property RECORDING FEE: 10.00 PAGES: 1 Grantee. Grantor, for a valuable consideration, conveys to Grantee the following described real estate in St . CrolX County, State of Wisconsin (the "Property"): tiecordinc~ Area Part of the NW 4 of the NE 4 of Section 16 Name and Return Address , Township 29 North, Range 17 West, St. Croix Roger D. Anderson County, Wisconsin described as follows: 1948 4th Ave Baldwin, WI 54002 of 1 of Certified Survey Map filed October 27th, 2000 in Volume 14, Page 3984, Document #632554 018-1033-80-000 018-1034-00-100 Parcel Identification Number (PIN) This is riot homestead property (is) (is not) Together with all appurtenant rights, title and interests. Grantor warrants that the title to the Property is,good, indefeasible in fee simple and free and clear of encumbrances except Easements, licenses, zoning ordinances, and restrictions of record. Dated this 2nd day rof November _, 2 0 0 0 ~'~~-~ (SEAL) Ronald C. Borate AUTHENTICATION (SEAL) Signature(s) Patricia Coates-Knutson o ary authenticated ~_~J$~~ns~n TITLE: MEMBER STATE BAR OF WISCONSIN (Tr .,,,. (SEAL) (SEAL) ACKNOWLEDGMENT State of Wisconsin, 55. St. Croix County. Personal.'•y came before me this grid day of No em er 2 00 ,the above named - ,1 j Ors ~~ ~~ [o RON BONTE a s NOR TN QUARTER CORNER UNPL A TIED - L ANG'S !~C~RTHEAST CORNER _ SECTION 16 -FOUND •••••"""""""""~""' SECTION 16 -FOUND ALUMINUM MONUMENT NORTH LINE OF THE NE r ~4 AL UM I NUM CAPPED MONUA~ N T - ~ ._ - - ,~ - _ - 2659.9 /' ~^S87°42~~5g•E _.1.aDTH -------M--------- ~ S87°42' 55" E 304. 45' "' N87°42' S5'W 699. 25' ~ - - .---~Ir_ _____ _ _ --~ AVENUE. rs5s.2I' ~ ~ - S8T° 44' 14' E 300. 86' ~ - - - - - - - - ~ ~ QD ai ~ M S "' HIGHWAY SETBACK L 1NE ~' ~: Z ~ : Q: Qo J : 1h 0 o: W: ti-: h..: w Q~ ~ ~~ a. ~ `n o 2: ~. ~ ~: M ~ o 0 ~ or i 3.09 ACRES I34, 401 SO. FT. 2.85 ACRES EXC. RiW r24, zoo sa. FT. ~M ~i cD a L or i . CER.T f F LEQ• SURVEY. MAP ~ 3 ~" ~ ~ M o . ,RECORDED . • I.N VOL . l 4, PG. 3896 ~~~~ ~ ~ ~,{r~~'7 !~y SC.~ S82° 39' 03" W 259 p4, _ ._ ._ _ UNPL AT TED LANDS BEAR 1 NGS REFERENCED TO THE NORTH • •"""""""""""""""" L tNE OF 7HE NE I ~4, SECT ION t s. MEASURED AS S8T°42' S5"E. f ST. CROIX COUNTY COORDINATE SYSTEM). t t= r.~ntn ~_~~ .~ .` POND O - SET t " X 24" IRON PIPE YYE I GH I NG I. 13 LBS. PER LINEAR FOOT • FOUND I " IRON P 1 PE t" =80' 0 4o ao Iso SHEET 1 OF 2 2000232 7H1S INSTRUMENT DRAFTED BY JIM WEBER ,~fES M. ,~ WEBER s~ ~4iuv~Sl1 F~vy-~' JAMES M. WEBER S-1804 NELSEN-WEBER LAND SURVEYING DATED `1- ~"\ -~-=~-= Notice to installing contractor: Instructions must remain with installation. ~~!! ~ SECTION: 6.10.020 ~QV.4L/TY PUMPS ~/iNCE ~P3,9 ,~ ~ ' ~' FM0447 ~v~~~ER CO,Np ~ . ~~>~~ ® ` p 0401 Product information ~ ~ Su ersedes presented here reflects U~ ~ ~//A ~1~ ~O 0201 conditions at time of L/~Y~ publication. Consult factory '~,a°, ~" regarding discrepancies or MAIL T0: P.O. BOX 16347 • Louisville, KY 40256-0347 visit our web site: inconsistencies. SHIP T0: 3649 Cane Run Road • Louisville, KY 40211-1961 http://w7NW.zoeller.CO/11 w (502) 778-2731 • 1 (800) 928-PUMP • FAX (502) 774-3624 V~ ~~~~~P~J~ TIN DATE INSTALLED: ~o~,~G~~~~~~o ti INSTALLATION INSTRUC 0 S Fps ~~,'~~ QpG~ MODEL NUMBER: sP~°~ RECOMMENDED MODELS SEWAGE EFFLUENT* DEWATERING 264 Series 50 Series 266, 267, 268, 270, 4270 Series 70 Series 282, 284, 4282, 4284 Series 98 Series All Models 292, 293, 294, 295, 4292, 4293, 4294, 4295 Series 137, 139, 140, 4140, Series 150 Series 161, 163, 165, 4161, 4163, 4165 Series 185, 186, 188, 189, 191, 4185, 4186, 4189 Series `EfFluent systems should specify that pumps should not handle solids exceeding three fourths inch ('/<') in order to prevent large solids from entering leeching fields, mound systems and etc. (70 Series have 3/8", 50/90 Series have'/~', 130 Series have 5/8", 150Series have'/<" solids capability, 160/41601180/4180 Series have'/<" solids capability.) Where codes permit, u7 sewage pumps can be used for efFluent systems. Nonautomatic pump(s) with external level control recommended for septic tank efFluent applications. PREINST01 I OTInN ('.HECKI 1ST -ALL INSTALLATIONS ° 1. Inspectyour pump. Occasionally, products are damaged during shipment. If the unit is damaged, wntact your dealer before using. DO NOT remove the test plugs in the cover nor the motor housing. 2. Carefully read the literature provided to familiarize yourself with specific details regarding instal- lationand use. These materials should be retained forfuture reference. 3. ®A WARNING Make sure there~s a properly grounded receptacle available. All pumps are furnished with provisions for proper grounding to protect you against the possibility of electrical shock. (SEE WARNING BELOW) 4. ®A WARNING Make certain that the receptacle is within the reach of the pump's power supply cord. DO NOT USE AN EXTENSION CORD. Extension cords that are too long ortoo tightdo notdeliversuffcient voltage to the pump motor. But, mare important, they could presenta safety hazard if the insulation were to become damaged or the connection end were to fall into the sump. 5. A CAUTION Check to be sure your power source is capable of handling the voltage requirements ofthe motor, as indicated on the pump name plate. 6. ®A WARNING Make sure the pump electricalsupplycircuitisequippedwith fuses or circuit breakers of propercapacity. Aseparate branch circuit is recommended, sized according the "National Electrical Code"forthecurrentshown onthe pump name plate. 7. ®A WARNING Testing for ground. As a safety measure, each electrical outlet should be checked for ground using an Underwriters Laboratory Listed circuit analyzer which will indicate if the power, neutral and ground wires are comecdy connected to your outlet. If they are not, call a qualified licensed electrician. 8. A WARNING For Added Safety. Pumping and otherequipmentwitha3-prong grounded plug must be connected to a 3-prong grounded receptacle. For added safety the receptacle maybe protectedwithaground-faultcircuitintenupter. Whena pump needstobe connected in a watertightjunction box, the plug can be removed and spliced to the supply cable with propergrounding. Foraddedsafetythiscircuitmaybeprotected byaground-faultcircuitintermpter.The complete installation must comply with the National Electrical Code and all applicable local codes and ordinances. 9. A CAUTION The installation of automatic pumps with variable level float switches or nonautomatic pumps using auxiliary variable level float switches is the responsibility of the installing party and care should be taken that the tethered float switch will not hang up on the pump apparatus or pit peculiarities and is secured so that the pump will shut off. It is recommended to use rigid piping and fittings and the pit be 18" or larger in diameter. 10. A CAUTION Information•ventholepurpose.Itisnecessarythatallsubmersiblesump, effluent, and sewage pumps capable of handling various sizes of solid waste be of the bottom intake design to reduce clogging and seal failures. If a check valve is incorporated in the installation, a vent hole (approx.3/16") must be drilled in the discharge pipe belowthe check valve and pitcoverto purge the unit of trapped air. Trapped air is caused by agitation and/or a dry basin. Vent hole should be checked periodicallyforclogging.The 50 or90 Series pumps haveaventlocated inthe pump housing opposite the float, adjacent to a housing lug, but an additional vent hole is recommended. The vent z hole on a High Head application may cause too much turbulence. You may not want to ddll one. If you d choose not to drill a vent hole, be sure the pump case and impeller is covered with liquid before connecting the pipe to the check valve and no inlet carries auto the pump intake. NOTE: THE HOLE MUSTALSO BE BELOW THE BASIN COVERAND CLEANED PERIODICALLY. A WARNING FORYOURPROTECTION,ALWAYSDISCONNECTPUMPFROMITS POWERSOURCEBE°^?cHANDLING. Singlephasepumpsaresuppliedwilha3-pronggrounded plug tohelpprotectyouagainstthepossibilityofelecVicalshocic DO NOTUNDERANYCIRCUM- STANCESREMOVETHEGROUNDPIN. ~i:e3-prongplugmustbeinsertecintoamaflng3-pronggrounded 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. Three phase pumps require motor starting devices with motorovedoad protection. See FM0514 forsimplex installations or FM0486 far duplex installations. Pumps must be installed in accordance with the National Electrical Code and all applicable local codes and ordinances. Pumps are not to be installed in locations classified as hazardous in accordance with National Electrical Code, ANSI/NFPA 70. ®A WARNING "Risk of electrical shock" Do not remove power supply cord and strain relief or connect conduit directly to the pump. ®A WARNING Installation and servicing of electrical circuits and hardware should be performed by a qualified licensed electrician. ®A WARNING Pumpinstallationandservicingshouldbeperformedbyaqualifledperson. A CAUTION Pump should be checkedfrequentlyfordebdsand/or buildupwhichmayinterfere with the float "on" or "off" position. Repair and service should be performed by Zoeller Pump Company Authorized Service Station only. A CAUTION Dewateringandeffluentsumppumpsarenotdesignedforuseinpitshandling raw sewage. A CAUTION Maximumoperatingtemperatureforstandardmodelpumpsmustnotexceed 130° F (54° C). Except for 70 Series. The 70 Series max temperature must not exceed 110°F (43°C). A CAUTION Pumpmodels188/4188,18914189,and29514295nonautomaticpumpmustNntofally submerged and CSA certified pumps must be operated submerged with "off - on"level controls. A CAUTION Pumpmodels266,267,268,137and 139mustbeoperatedinanupdghtposition.Do not attempt to start pump when tilted or laying on its side. A CAUTION Do not operate a pump in an application where the Total Dynamic Head is less than the minimum Total Dynamic Head listed on the HeadlCapacity Curves. © Copyright 2001 Zoeller Co. All rights reserved. TYPICAL SEWAGE INSTALLATION-RECOMMENDED INSTALLATION , (1) Electrical wiring and protection must be in accordance with National Electrical Code and any other ~ applicable state and local electrical requirements. ° ° (2) Install proper Zoeller unicheck (combination union and check valve), preferably just above the basin ° to allow easy removal of the pump for cleaning or repair. On sewage, effluent or dewatering, if high 2 ° ° ° head or below cover installation is required use 30-0152 on 1'/"and 2" pipe and 30-0160 on 3"pipe. ° a ° a See (6) below. g (3) All installations require a basin cover to prevent debris from falling into the basin and to prevent 4 accidental injury. 5 4 ° (4) Gas tight seals are required in all sewage installations to contain gases and odors. 3 ° ° (5) Vent gases and odors to the atmosphere through vent pipe. (6) When a Unicheck is installed, drill a 3/16" dia. hole in the discharge pipe even with the top of the pump. ° NOTE: THE HOLE MUST ALSO BE BELOW THE BASIN COVER AND CLEANED PERIODICALLY (High Head unit see #10 on front page). (7) Securely tape or clamp power cord to discharge pipe. ToN" (8) Locate float switches as shown in sketch to left. The best place for the "ofP point is above the motor 8 ~ s housing and positioned 180° from the inlet. Never put "off' point below discharge on pump. 10 TARN (9) Use full-size discharge pipe. orr (10) Basin must be in accordance with applicable codes and specifications. " (11) Pump must be level and float mechanism clear of sides of basin before starting pump. (12) Basin must be clean and free of debris after installation. ~ ,• of ~RA~E~ (13) Gate Valve or Ball Valve to be supplied by installer and installed according to any and all codes. SK2so NOTE: Always refer to Zoeller FM0551 and/or SSPMA Recommended Sewage Pump Installation and Maintenance. TYPICAL EFFLUENT INSTALLATION-RECOMMENDED INSTALLATION ~RONNO LINE z (1) Electrical wiring and protection must be in accordance with National Electrical Code and any other applicable state and local electrical requirements. TpOAC 3 11 Sm~R~E - Tm ~mW PREASSORE SYSTEM, (2) All installations require a basin cover to prevent debris from falling into the basin, and to minimize U.F. TYPE WIRE MOUND SYSTEM, S4Nm FINER, E~~NI"~ rlr~o, oR oTNER accidental injury. 5 ~o oN SITE olSPOSa~ (3) Wire pump to power through a Zoeller watertight junction box or watertight splice. -- NOTE: Watertight enclosure is a must in damp areas. See FM0732. See No. 8 on front page. ,I;1 ° (4) Use full-sized discharge pipe. T~R~ = oN ~ (5) Install proper Zoeller unicheck (combination union and check valve), preferably just above the basin ®- , to allow easy removal of the pump for cleaning or repair. On sewage, effluent or dewatering, if high e r~RN II ~ head or below cover installation is required use 30-0152 on 1-1 /2"and 2"pipe and 30-0160 on 3" pipe. OFF ' 6 See (6) below. (6) When a Unicheck is installed, drill a 3/16" dia. hole in the discharge pipe even with the top of the pump. ,0 9 The 50 and 90 Series pumps have a built in vent hole. NOTE: THE HOLE MUST ALSO BE BELOW '- ~ (1 ~ ~ THE BASIN COVER AND CLEANED PERIODICALLY (High Head unit see #10 on front page). __ ~ ; stczst (7) Securely tape or clamp power cord to discharge pipe. sEPTI~ T""" E"`NE"' PIT (8) Refer to SSPMA Effluent Sizing Manual for determining "on" - "ofP' switches. (9) Install blocks or bricks under pump to provide a settling basin. (10) Basin must be clean and free of debris after installation. (11) Gate Valve or Ball Valve to be supplied by installer and installed according to any and all codes. NOTE: See FM0531, FM0732 & FM1420 for Alarms, Controls & Junction Boxes. TYPICAL DEWATERING INSTALLATION-RECOMMENDED INSTALLATION „ , (1) Electrical wiring and protection must be in accordance with National Electrical Code and any other ° ° applicable state and local electrical requirements. (2) Install proper Zoeller unicheck (combination union and check valve), preferably just above the basin z ° to allow easy removal of the pump for cleaning or repair. On sewage, effluent or dewatering, if high ° ° ° head or below cover installation is required use 30-0152 on 1-1/2"and 2"pipe and 30-0160 on 3"pipe. ° See (6) below. (3) All installations require a basin cover to prevent debris from falling into the basin, and to prevent accidental injury. 3 ~ (4) Securely tape or clamp power cord to discharge pipe clear of the float mechanism. ° (5) Minimum 18" dia. x 24" deep basin. Larger depths may be required. ° ° (6) When a Unicheck is installed, drill a 3/16" dia. hole in the discharge pipe even with the top of the pump. The 50 and 90 series pumps have a built in vent hole. NOTE: THE HOLE MUST ALSO BE BELOW ® ' THE BASIN COVER AND CLEANED PERIODICALLY (High Head unit see #10 on front page). ' (7) Use afull-size discharge pipe. ~ e *(8) Pump must be level and float mechanism clear of sides of basin before starting pump. 5 TNRN (9) Install blocks or bricks under pump to provide a settling basin. a oN (10) Basin must be clean and free of debris after installation. (11) Gate Valve or Ball Valve to be supplied by installer and installed according to any and all codes. e oFr (12) Gas tight seals are required in all sewage installations to contain gases and odors. ,o <• of ~"A~F~ (13) Vent gases and odors to the atmosphere through vent pipe. SK2s2 NOTE: See FM0531, FM0732 & FM1420 for Alarms, Controls & Junction Boxes. All installations must comply with all applicable electrical and plumbing codes, including, but not limited to, National Electrical Code, local, regional, andlor state plumbing codes, etc. Not intended for use in hazardous locations. © Copyright 2001 Zoeller Co. All rights reserved. I HEAD/CAPACITY CURVE I HEAD CAPACITY CURVE EFFLUENT MODELS 3/8", i/2" & 3/4" SOLID PASSING CAPACITY 1ao 135 MODEL 42 48 191 reef Meters Gal. Wen Gal. life ,3G 72 I 76 I 98 I 139 I 41 O I 152 I 153 HEAD CAPACITY CURVE SUMP 1 EFFLUENT MODELS 318", 112" & 314" SOLIDS PASSING CAPACITY 161 4161 163 4163 165 4165 185 4185 186 4186 188 4188 189 4189 191 Gal. Wen Gal. liter Gal. Wan Got. litsn Got. Litan Gal. Liter Col. liter Col. Lken 100 379 61 231 61 231 -- -- 58 220 145 K9 115 549 /S 170 93 352 fit 231 61 231 -- -- 58 220 140 530 110 530 45 170 85 322 60 227 81 231 -- -- 58 220 134 507 135 511 45 170 79 299 59 223 60 227 -- -- 58 220 126 4B4 131 496 45 170 70 285 57 218 59 223 -- -- 58 220 122 462 125 473 IS 170 62 235 55 206 SB 220 85 322 58 220 116 439 120 154 45 170 15 170 46 172 55 206 70 2&5 58 220 104 394 109 413 45 170 20 78 33 125 50 189 51 193 58 220 90 341 97 387 45 170 - -- 15 57 39 118 32 121 58 220 71 269 85 322 45 170 -- -- - -- 23 87 9 34 52 34 51 193 89 281 45 170 -- -- -- -- 10 38 -- -- 45 170 26 106 51 19J 45 170 -- -- -- -- -- -- -- -- 31 117 2 8 34 129 45 170 -- -- -- -- -- -- -- -- 16 BO -- -- 17 & b 151 __ __ __ __ __ __ __ __ 4 15 __ __ __ __ 30 Il{ __ __ __ __ __ __ __ __ __ __ __ __ __ __ 20 76 __ __ __ __ __ __ __ __ __ __ __ __ __ __ 10 38 58k. (17.1m) fi6k. (20.1m) 89k. (26.4m) 73k. (22.Jm) 114k. (34.7m) 91 k. (27.7m) 110k. (33.Sm 137H. (47.8m 57,59 l 185/4185 h ld t b b t d d A A TION M a cnLLOes 1o zo 3o ao s o0 7o fio 90 1Go no 1zo 1ao 1ao uo ou no e su jec e e s o C U to less than 30 feet TDH. uTeas o 60 160 zao 3zo 40o a6o s6o Flaw Pea MwurL NOTE: For Head Capacity on Model 112, Industrial column explosion proof ump, see FM0219. MODEL 264 266 267 268 270 4270 282 4282 284 4284 292 4292 293 4293 294 4294 295 4295 Feet Meters Gal. Liters Gal. Liters Gal. Llters Gal. Liters Gol. Lllers Gal. Liters Gal. Liters Gal. Liters Gal. Liters Gal. Lllen Gal. Liters 5 1.5 90 341 128 484 128 484 128 484 132 500 127 481 179 678 140 530 -- -- 196 742 214 810 10 3.0 60 227 89 337 89 337 89 337 707 362 96 363 157 594 124 469 -- -- 181 685 199 753 ~ " 15 4.6 23 85 50 189 50 189 50 189 77 291 64 242 133 503 108 409 118 447 165 625 184 696 24 80 20 6.1 -- -- 10 38 10 38 10 38 56 212 34 129 106 401 91 344 108 409 150 Sfi8 168 636 75 25 7.6 -- -- -- -- -- -- -- -- 29 110 6 23 73 276 75 284 96 363 138 515 154 583 22 30 9.1 -- -- -- -- -- -- -- -- -- -- -- -- 42 159 56 212 82 310 121 458 140 530 70 35 10.7 -- -- -- -- -- -- -- -- -- -- -- -- -- -- 33 125 65 246 108 409 728 483 20 65 40 12.2 -- -- -- -- -- -- -- -- -- -- -- -- -- -- 10 38 48 182 94 356 115 435 50 15.2 -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- 58 220 89 337 18 60 60 18.3 -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- 13 49 59 223 55 70 21.3 __ __ __ __ __ __ __ __ __ __ __ __ __ __ __ __ __ __ __ __ 23 67 16 Lock Valve: 18ft. (S.Sm) 21.Sft. (6.6m) 21.SR. (6.6m) 21 .Sft. (6.6m) 29ft. ( B.Bm) 26ft. ( 7.9m) 35(1. ( 107m) 42ft. ( 12.Bm) 50ft. ( 152m) 62f1. ( 16.9m) 75ft. ( 22.9m) 0 s 14 50 45 oo~ae ~, ~ 40 499 ~ 12 0 35 ,° 30 HEAD CAPACITY CURVE 8 25 SEWAGE MODELS 20 266, 267 x24 282 27°, 4270 " 6 . 2 SOLIDS PASSING CAPACITY 264 ~ 1 429'1 48844294 T T 10 20 30 40 50 so 70 80 90 100 110 120 130 140 150 160 170 180 190 200 210 220 230 A CAUTION Model 293/4293 should not be subjected to less than 15 feet TDH. 80 160 240 320 400 480 560 640 720 800 ~, FLOW PER MINUTE © Copyright 2001 Zoeller Co. All rights reserved. 5 ~ EASY DO'S & DON'T'S FOR INSTALLING A SUMP PUMP ~ DO read thoroughly all installation material provided with the pump. DO inspect pump for any visible damage caused by shipping. Contact dealer if pump appears to be damaged. 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. DO be sure that the sump is large enough to allow proper clearance for the level control switch(es) to operate properly. D I P F P S B f H dl' 7. 8. 9. 10. 11. 12. 13. 0 A ways Disconnect ump rom ower ource a ore an rng. 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. suMr DO install a check valve and a union in the discharge line. nNOSewnce DO NOT use a discharge pipe smaller than the pump discharge. auMrMFRS.nssN. DO NOT use a sump pump as a trench or excavation pump, or for pumping sewage, gasoline, or other hazardous liquids. YOUR ASSURANCE DO test pump immediately after installation to be sure that the system is working properly. OF QUALITY DO cover sump with an adequate sump cover. DO review all applicable local and national codes and verify that the installation conforms to each of them. DO consult manufacturer for clarifications or questions. DO consider a Two Pump System with an alarm (Page 5) where an installation may become ovedoaded or primary pump failure would result in property damages. DO consider a D.C. Backup System (See the Basement Sentry page 5) where a sump or dewatering pump is necessary forthe 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. Underflooded 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 2Y:hours after disconnecting before attemptsi ig 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. ~ - o B. Motoroverheats 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. Debrisunderfloatassembly,floatorfloatrodboundbypitsidesorother,switchdefective,damagedoroutofadjustment. E. Pumpoperatesbutdeliverslittleor Check strainer housing, discharge pipe, or if check valve is used vent hole must be clear. Discharge head ex- nowater. 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 andlor 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 aftempt 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 propedy installed, used and maintained, for 1) ContactZceller 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 information pertaining to our warranty. (3) years from date of installation or 42 months from date of manufacturer whichever comes first. Parts thatfail,(withinstandardorthree(3)yearoptionalwarranty)thatinspectionsdetermineto 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 wilt 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. This warranty does not apply to any material that has been disassembled without prior approval of Zoeller Pump Company, subjected to misuse, misapplication, neglect, alteration, accident or act 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, gravel, cement, mud, tar, hydrocarbons or hydrocarbon derivatives (oil, gasoline, solvents, etc), wash towels or feminine sanitary products, etc. or other abrasive or corrosive substances. This Some states do not allow limitations on the duration of an implied warranty, so the above limitation may not apply to you. Some states do not allow the exclusion or limitation of inddental or consequential damages, so the above limitation or exclusion may not apply to you. This warranty gives you specific legal rights and you may also have other rights which vary from state to state. © Copyright 2001 Zoeller Co. All rights reserved.