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HomeMy WebLinkAbout040-1303-00-054 Wisconsin Department o`Commerce County: PRIVATE SEWAGE SYSTEM St. Croix Safety and Building Division INSPECTION REPORT Sanitary Permit No (ATTACH TO PERMIT) 592111 GENERAL INFORMATION State Plan ID No: Personal information you provide may be used for secondary purposes [Privacy Law, s.15.04 (1)(m)]. 2751 314 Permit Holder's Name: City Village Township Parcel Tax No: Scott & Suzanne Kaminski TOWN OF TROY 040-1303-00-054 CST BM Elev: Insp. BM Elev: BM Description: Section/Town/Range/Map No: f p!~ ~ k ~S t 22.28.19.1789 TANK INFORMATION ELEVATION DATA 1 1 ~d ' TYPE MANUFACTUREIZI _55 CAPACITY STATION BS HI FS ELEV. Septic Benchmark *csc7" ~a c .1b~ ( M rJ, Alt. BM :I C. J' ^ 7 V / / Aeration e64-- &F/6 Bldg. S((e~w~`er Holding St/Ht Inlet 7. 46D, 7-5 TANK SETBACK INFORMATION St/Ht Outlet TANK TO P/L WELL BLDG. Ven Air Intake ROAD Dt Inlet Septic t t rl r7 ~y 0 0 P~DV Dt Bottom ~u i ~L Q Dosing 1-04 Q r I 7' O ~i Header/Man. -I 57 2 Aeration Dist. Pipe Holding Bot. System L Final Grade 7 161 PUMP/SIPHON INFORMATI N 3• Z AZ-7 Manufacturer and St Cover / / J ?~s QLIq ~ 1~', C..~ 7~ .7 a 7 GPM $7?1 {VSe. S (f, Q~L• Model Number ` AA j Y,,5 TDH Lid/ • Friction Loss~~ Sy em Fwd TD 1y~ C , . 75 V~L 77!!. 3% y 7 Forcemain Len th Dia. Dist. to Well SOIL ABSORPTION YSTEM 7, L BED/TRENCH Width Length No. Trench s PIT DIMENSIONS No. Of Pits Inside Dia. Liquid Depth DIMENSIONS '1 SETBACK SYSTEM TO J P/L BLDG WELL LAKE/STREAM LEACHING Manufacturer: INFORMATION CHAMBER OR Typ f System: ' ;J~Fl UNIT Model Number: of DISTRIBUTION SYSTEM Header/Manifol ~11_ Distribution ~j x Hole Size /I x Hole Spacing Ven it Intake .3114 J(s) Length Dia L~ Pipe ngth "l& Dia Spacing SOIL COVER x Pressure Systems Only xx Mound Or At-Grade Systems Only Depth Over Depth Over 1xx Depth of 1xxSeed Sodded do Mulched Bed/Trench Center f 1 75 Bed/Trench Edges \ Topsoil t Yes No Yes [ No COMMENTS: (Include code discrepencies, persons presenter, etc.) Inspection #1: Inspection #2: (d Z 1-7 Location: 659 TRADITION 1.) Alt BM Description = i 2.) Bldg sewer length - amount of cover = Plan revision Required? ❑ Yes No rn Use other side for additional informatXn SBD-671 0 (R.3/97) Date Insepc s Signa Cert. No. PUMP PERFORMANCE CURVE ~I PUMP PERFORMANCE CURVE PUMP PERFORMANCE CURVE SUMP / EFFLUENT MODELS EFFLUENT MODELS LL4 318" 1/2"8314" SOLID PASSING CAPACITY 3/8", 1/2" & 3/4" SOLIDS PASSING CAPACITY 42 MODEL 48 53155 1 13 57159 72 I 76 98 1371139 140/4140 151 152 153 4 191 Feet 1 Meters I Gal. Liters Gal. Liters Gal. Liters Gal. I Liters Gel- Liters Gal. I Liters Gal. Liiers Gal. Liters Gal. Liters Gal. ! hers 1 13 5 I 1.5 29 110 43 1 163 38 1 74q I 50 189 72 273 93 352 8E 326 50 189 69 261 77 291 10 I 3.1 22 83 34 129 30 114 40 151 1 61 231 79 299 80 303 1 45 1 170 61 231 70 265 j 3 125-- 1 15 4.E 10 r 38 1 19 72 _ 14 53 30 114 45 17C 64 242 73 276 38 144 53 1 201 61 1 231 tee 20 ~.fi _ - - - - 17 64 25 95 3fi f 136 1 fib 250 29 110 44 1 167 I 52 1 197 1 3 4186 ~ - - - - - - - - - - 8 30 59 223 i6 61 34 129 42 159 49 186 23 87 { 33 125 40 12.2 - - - - - 1 - - - - - - 28 106 11 1 42 3 50 15.2 60 16.3 I I I I I 32 10 70 21a _ 80 24.4 3 10 96 21. tOC 30.., - _ I 95 I 110 _ i _ 12G 36.c _ s0 1 r _ _ _ I 130 39.E 18 I 1 I as - I II I 2 I Shut-off Head: 1 18 ft. 1 (..am 1 1 o.25 ft.. 5.9m) ft.(Sbm', I 25 ft.0.6m) 23 ft.(7.0m1 20 ft.0.9m1 1 50 ft.l1 o.2m1 I 30 fL(9.1m1 I 38 f[.111.6m) 44 ft.(13.4m1 v 90 2 16, 4765 5 o' 22 70 15° 16114181 16314163 165/4165 185/4185 18614186 188/4188 189/4189 191 2D- 65 41631 I I I Gai_ ~ters Ger. Dters Gar. u- Gal Lt- Gar. U- ! Gai_ Ulm Gal. liters err Ca. Liters ' 100 379 51 231 s". r 231 - - SB - 220 145 1 540 „ 145 t 4c _ 170 I 1 6 I I I 93 352 S1 231 61 231 - - 58 220 140 530 140 I 530 1 45 1 170 1fi 1189 86 1 12, 60 227 1 61 1 231 - - 58 220 j 134 507 135 I 511 1 45 170 4161 4189 1 79 299 59 223 60 ! 227 SE 220 128 484 731 496 45 170 55 - 1 14C 70 265 f - 216 59 223 1 - - S8 220 L 122 482 1 125 473 45 170 50 _ 206 58 22 85 32'e 4140111 62 235 1 55 0 58 1 220 116 439 120 54 4 17C 1188 45 r70 46 172 55 206 70 280 58 1 220 1 104 ' 394 - 109 1 413 45 170 1 45 4188 26 76 3.. 125 50 18 51 193 58 1 220 90 34t 97 1 36i 45 i 170 _ - I 11 39 148 32 121 1 se 229 1 2I J9 1322 as na 12 ^.52~ 23 1 87 34 1 02 191 5, 1 193 59 261 45 170 I - - 10 38 - - 45 170 26 106 51 193 45 170 35 I - - - - - - - _ 31 117 153 2 e 34 129 45 170 I I 15' - 16 80 17 64 40 114 714 25 3L I B-1 411'8'5' i 20 76 I 1 10 I . 17. i m1 38 r ssn.rz9.tm 56 ft J 1 1 89 tt.(26.4m1 73 fL(22.3m1 114 R(34.7m~ ~ i 91 R(27.7m) . 710 iLl33.Sm, 137 fLl4 20 98 I 6- I I 009922 i 1 2 A CAUTION Mode! 185/4185 should not be subjected to 48 1 7z153s5 71 137 less than 30 feet TDH. 0 1 I 157.59 13s NOTE: For Pump Performance on Model 112, Industrial column 1o zC a0 a0 s0 s0 i0 a0 9C 100 110 120 130 140 150 explosion proof pump.. see FM0219. GALLONSI LITERS 0 BO 160 240 320 400 480 560 FLOW PERMINUTE w SEWAGE N D MODEL 211 264 266 267 268 270/4270 28-282 28414284 292/4292 29314293 29414294 295/4295 v A V DEWATERING 24_1 80 n 14, 7,1 n 1 - - - - - - - - - - - - I II ' 1 I ,2 7G a s 1 _ e 20 - - - - - - - - - - - - - - E5 - - 01 IR en - - x. rz. zb .s Q ssa" DD, a~~m w ~ ,ice 18 I ! I 1 990 1 I I I U 16 I I i I 1 50 C I r z I , 45- I 293 E I 1 1 1 PUMP PERFORMANCE CURVE 1 I 10- I 1 1 i 30 1 SE1N 1 AGE MODELS I 1 ! I I 8- 1 1 1 2s 2es S®L 1 I ~ 284 IDS PASSING CAPACITY 266,1 270 1 20 267 1 1 1, !b I I I I 1~ I I 4-' I 1 10 ~ 1 i II 1 I I 1 - 1 2 1. I I I ~ I I f 211 261 ACA 'I I 292 ' III 1284 2941 1295 ~ UTION Model 293/4293 should not be p I I I 1 X10 210 30 410 50 60 7 subjected to less than 15 feet TDH. G 8~0 90 700 110 120 130 140 150 760 170 180 190 200 210 220 23 GAL! ONS1 LITERS 0 80 160 240 320 400 480 560 640 720 80C FLOW PER MINUTE © Copyright 2003 Zoeller Co. All rights reserved. 6 RECEIVED 1 .s ,Y, .1 TA G1 SAN L6.3 f5 ~r Ir,t~u l1 Jen es i 'S. ! Cn nrv 2016 # ; TJO 7 Wa5hi On Ave iL ~j ~1ta/K W~ -EU I P 0. Bo_: ? Sanrtan~Permit `'um6er(io be idled In hi~ Co_) ivladtson_'1-Ctt 3_ . l ST. CROIX COUNTY p,I ITybEVELOPM~NT 4XOZWNTAKQWN6 f ="-Lary State 1 ,;sacuon Nuynaber : I-1-i I" aecdrdance-iut -5PS 39121(2)_ Wis_ Aids). Code, submission o! this )bm- to the appropriate so: er„memaj un , j { is red fired prior to obiaining a sap uT-, pt-rTnii. Vote: Application Lomas ror state-ot ned PDWrS are submitted to Protect. ddr s (irdiffereut titan mailima address) j he J oartnena o+ ;a;er and Professional Services Personal information you provide may be used for secoodarv 1 uriao es in accordance e;_ h the Pri a La- w- 0`)(m)_ Secs.ationinformation -Please Print Allanfor-oration y,Cgf~/71Ad'4l!"/L 4 -aput) ~?vrncr; \as e Parcel ~~t31~T'1 cJff"x~r/~.ktAl~ fI~/"f/e,fS/{`r1' i 07g/~q~ , l -o~3~av a NVII-e S ~lal`:it,u rWdrLSS Properly LOction q) It _ 14 0 1 [~f f~ Cl01'i. i_Oi o TE`rZ. Cit}', Staie Zip Code ! Phone san;her S E Section isle one Type ca`'?3ttildin~ (checl, ailplrj Lct a I - 'Sundt i iO'I N"aa,_ j' l ? Fa. t;itl} ilsveltil;s - veu;;aer or ndroo~lms "7 { / J 3iocl: = i dk aD 1,14zAA, r t G f i~/~ r+f ?uDlic`Commercial-DescribcUse i f State- Ctasn?ed -)Describe Use # I CSivl vtanaber j 1~~ t3F _ Town 01, '40 Y l41_ Tyne of Perr-'-: (Citecic or_k, one box oil line Co ztplete line 3 i; appiicubl_) ✓~ia rV 1 it SyStep? ? ~ Pepluctri;ent System i i - r atn±envt-iolciim, Tat• Replacement Cunt: Oiler "louitlcalion m Ss-; t~Yei. n3 i i List Previous P:naii \umber and D:;L lssucti Peat Rem--%-al f ilemait Revision ED Chance or Plumbcr Ej Permit Transfer to New Bvibre Expiration I t Owner i { "-pt-d?0"AI'7SSysiemlComponentPievice: (Cheri alItnatapiitt`. u Nrrt-, reSsurized In- rourri• c>.ur2ed im-Grpttmd t_:A_.- _ ce X iti4ct:ate = 24 in. cat stiiiable soil :),ivuud < 24 at.. cif suiiaute soil t Feiden_L " uiOuicrDispersa! Compo_nenj (4 l Pleucaiment Dame: -xplail ir_ 15persa llTre;t, R< -"~.f ?itR)CTnntion: A• / i Deiyt: eEo;: fgpdj t2esi2r; Soil Application Rake pdsll Dispersal area Required r) Dispersal :Arch Pro sdCC(stj n; ,r tian CvJTau2 ~CaIS j 16 ~ P~Jt7 5~ ~d4 Z; j l`dl.o f a JGCa.a E 1' . i a a k Enfo ~ Capacity ill Total 1 oC ) :vi~mi reuse: _ Gallons l 1`tOnS l,tattj _ v i z E 1. Zesllonsibiiity stntem ellt- L the undersigned, assume responsibility for installation of the P04XTS shot:'n oar the attached plans. i~1us h chn ~Prianj I Plumb"' at a 1 !"1p S Number 1 Business Phone ?itu ibcr -sta,al cr r ddsess (Strea. City, State_ Gip COL) .iii. ttstfv( eparzment Use Ottiv Permtit Fee 1 t,atc ssttca ; issuing nt Sisnature I :SSnrGt"~Li S A/ er. Reason ic;r Der,ittt K. Condi masons for Disapprot nl 3 i a~ ^ ,Q G 1. ~iwio tank, efMh~t1!'Altf' and / dWOjw%j l col mustd be seAtts /main a k a,~~, s~ ,Bpwraf t plan provided by plumber. r 1 1 yj ail -aptbatnainttlned t M NIr I~IioMM►c~Ot J Alta cia t0 eta; xIlem pl:.aas ran- €tae sr R•m auQ subau: ro Ilse f:'oe❑c?- 009,: o❑ palaer nn[ Iet= this S a.^_ N I i FaeGcs in size d~~• : ~ of s T E~ t biro S i"A r , leg It Pt t f ID4.O ` 3"aP aF yx r 13"EEL/fi t ~'l.iGE6D 44r*'C' Z ldr,# l$rR}$. G GG r ~ Ard. ' j/dl.G oa3 100.4 c 0,0 Tdwf ~ G/tRSS fiE-t,d ` 3 95, s` ~ j = li'o ~ da ~b Gam= ~rra'1; 7C= LAAAF Siyof 944 ,S F'5 y3 SEs'~r~c~s AAAM t 'Tr ' f 34..3 11 A04 -<41q. 1026rs- ff • n FL rGRL~ P°ldlwl ~~D~bSEI~ ~p 0 D / [J~ t Z Yilc I~6,3~Q T x + . t ~t II LA4'A 3 I ` 3Y•5' f ~ i G S9 ~ ~,~rro~r a rAA14. `~tir~Rrn.rFa,~ DIVISION OF INDUSTRY SERVICES PO BOX 7162 MADISON WI 53707-7162 t aS Contact Through Relay ~t P http://dsps.wi.gov/programs/industry-services www.wisconsin.gov r! o ~m Scott Walker, Governor Dave Ross, Secretary August 18, 2016 CUST ID No. 231346 ATTN: POWTS Inspector JOHN HERBERT PELKE ZONING OFFICE PELKE PLUMBING ST CROIX COUNTY SPIA N6298 ST HWY 25 1101 CARMICHAEL RD DURAND WI 54736 HUDSON WI 54016-7708 CONDITIONAL APPROVAL PLAN APPROVAL EXPIRES: 08/18/2018 Identification Numbers SITE: Transaction ID No. 2751314 Scott and Suzanne Kaminski Site ID No. 827449 659 Traditional Trail Please refer to both identification numbers, Town of Troy above, in all correspondence with the agency. St Croix County SETA, SEI/4, S22, T28N, R19W FOR: Description: Four Bedroom EZ Flow Mound System / 12% slope Object Type: POWTS Component Manual Regulated Object 1D No.: 1617383 Maintenance required; 600 GPD Flow rate; 24 in Soil minimum depth to limiting factor from original grade; System(s): EZflow Mound Component Manual, (R. 7/12), Pressure Distribution Component Manual - Ver. 2.0, SBD-10706-P;0 (N.01/01, R. 10/12); Effluent Filter DEPT The submittal described above has been reviewed for conformance with applicable Wisconsin Administrative Codes and Wisconsin Statutes. The submittal has been CONDITIONALLY APPROVED. This system is to be constructed PROFES.4 and located in accordance with the enclosed approved plans and with any component manual(s) referenced above. i VISION OF The owner, as defined in chapter 101.01(10), Wisconsin Statutes, is responsible for compliance with all code requirements. No person may engage in or work at plumbing in the state unless licensed to do so by the Department per s.145.06, stats. E IE-'.( The following conditions shall be met during construction or installation and prior to occupancy or use: Reminders • A sanitary permit must be obtained from the county where this project is located in accordance with the requirements of Sec. 145.135 and 145.19, Wis. Stats. • Inspection of the private sewage system installation is required. Arrangements for inspection shall be made with the designated county official in accordance with the provisions of Sec. 145.20(2)(d), Wis. Stats. • A state approved effluent filter is required. Maintenance information must be given to the owner of the tank explaining that periodic cleaning of the filter is required. Access to the filter for cleaning must be provided per SPS 384 product approval conditions. • All POWTS component piping material shall be SPS 384, Wis. Adm. Code compliant. • The area within 15' downslope of the dispersal cell shall remain undisturbed. Vehicular traffic, excavation or soil compaction is prohibited in this area. • 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. JOIIN I IFRI3h.RT PFLKF Page 2 8/18/2016 Note: The changes made to this plan on 8/18/2016 by this reviewer were acknowledged and approved by the system designer. Owner Responsibilities • The current owner, and each subsequent owner, shall receive a copy of this letter including instructions relating to proper use and maintenance of the system. Owners shall receive a copy of the appropriate operation and maintenance manual and/or owner's manual for the POWTS described in this approval. • The owner of a POWTS shall be responsible for ensuring that the operation and maintenance of the POWTS occurs in accordance with this chapter and the approved management plan under s. SPS 383.54(4). • In the event this soil absorption system or any of its component parts malfunctions so as to create a health hazard, the property owner must follow the contingency plan as described in the approved plans. • The owner is responsible for submitting a maintenance verification report acceptable to the county for maintenance tracking purposes. Reports shall be submitted at intervals appropriate for the component(s) utilized in the POWTS. In granting this approval the Division of Industry Services reserves the right to require changes or additions should conditions arise making them necessary for code compliance. As per state stats 101. 12(2), nothing in this review shall relieve the designer of the responsibility for designing a safe building, structure, or component. Inquiries concerning this correspondence may be made to me at the telephone number listed below, or at the address on this letterhead. The above left addressee shall provide a copy of this letter and the POWTS management plan to the owner and any others who are responsible for the installation, operation or maintenance of the POWTS. Sincerely, Fee Required $ 250.00 / Fee Received $ 250.00 Balance Due $ 0.00 a Tiffany Marshall Wastewater Specialist , Division of Industry Services WiSMART code: 7633 (608)267-9378 , tiffany.marshall@wisconsin.gov III JOHN HERBERT PELKE Page 2 _ 8/18/2016 Note: The changes made to this plan on 8/18/2016 by this reviewer were acknowledged and approved by the system designer. Owner Responsibilities • The current owner, and each subsequent owner, shall receive a copy of this letter including instructions relating to proper use and maintenance of the system. Owners shall receive a copy of the appropriate operation and maintenance manual and/or owner's manual for the POWTS described in this approval. • The owner of a POWTS shall be responsible for ensuring that the operation and maintenance of the POWTS occurs in accordance with this chapter and the approved management plan under s. SPS 383.54(1). • In the event this soil absorption system or any of its component parts malfunctions so as to create a health hazard, the property owner must follow the contingency plan as described in the approved plans. • The owner is responsible for submitting a maintenance verification report acceptable to the county for maintenance tracking purposes. Reports shall be submitted at intervals appropriate for the component(s) utilized in the POWTS. Ir, granting this approval the Division of Industry Services reserves the right to require oranges or additions should conditions arise making them necessary for code compliance. As per state stats 101.12(2), nothing in this review shall relieve the designer of the responsibility for designing a safe building, structure, or component. Inquiries concerning this correspondence may be made to me at the telephone number listed below, or at the address on this letterhead. The above left addressee shall provide a copy of this letter and the POWTS management plan to the owner and any others who are responsible for the installation, operation or maintenance of the POWTS. Sincerely, Fee Required $ 250.00 Fee Received $ 250.00 2 Balance Due $ 0.00 Tiffany Marshall Wastewater Specialist, Division of Industry Services WiSMART code: 7633 (608)267-9378, tiffany.marshall@wisconsin.gov AUG 0 8 lND - USTRY SERUM wets wite Wastewater `fir , ent System, Tndex and. Me Page Prcjet Name: Co r r ~ Su z~l,~ /~A.~ri,~sK! - y f~~ ,titer wwO 4a w rs C .e~~~.l o ac's Name: Ommees Ad& : ~fS F~, s r~,t sV- ss~- fys9 NAMY crPal = IOW12- Oftyof .)YE D ::ET's ~!pan County. r. Rofx i ~sia~ Fame: 44f Id u r A L L ,O~e " E S P=d LD. Number. =WSPONDENCE Page I .n✓-a x .Sri's✓ E - Page 2 Page 3 6 C/1o~4 : ~a~ f a✓ l~i~ a x .~%sv,~d E~~t .QYo 7" Page 4 /PE ZX r- Page.5 € / nJ rr 4~ Page ~LA,~!/P vy/~~- 0.2 A JCL J✓F!~ Page-7 3l a~ it la t y Pap 1~ Page 9 HIL d xz /~i✓,<r~st rr~r io.~' Name ofDedgne-: .1 c~,v,~ f'~ EX~ Isicerf,~e I~T~bex: /1ia- 7313 V/- Sig2stura: Date: ~ ~ ~ - ~?ofG I ~td P ant to !he FollovAng POW S Component Uhnual and _ _ ~iP~.fSu~1E' ~1~~°rL/r/~t~-t_.1r,:1--~aFC~s~+E,,l~-~i~~ilr.~stt fi'Eltx~aw~ :a d ~~~--fd~t,~6-•p,~,sf. l~Jfd~~ FLDC.~' /`TGUV1,l G oi.~a•j16 a!".Yt/uAG ~~y~rr G~E•~S/o v%db~/'a'vo7iLoGvG% o?Od ~C33G I~T/!G~✓7E fS : -:5",0 14 2:-U,gt4, rf0,0 a'L€F~aail of cs4rzQr ~.ry, SrA Al" s rerc ors _ _ ..S r.4 94- ~t P,t• ~ s ~ ~ rr l©D. D ToP u~ /sF .S F'E'EL ~t~°~' r ~ ~3 Y Ft,eGC~r/ t,vr+~ x/OD1tdr,1 OrSTrerb. c~tL r r 7 X /.7/ r/oa,v,0 94-rr5 - /®a o r .~sYs. ArL, - AGJ.G as 104.4 Go,0 rdwn r G,q>4s.s 7 fit cA 9 .o 9sy~ ~Jr ~~J b aZ a ya = pi r.s A`= 4AAOQ r Slat' ~P~c. SPS ,~$3, y3 SEp`~3n~.e5 k OAAM IT odo(41C i ~ ~,r~as~~.SsX.~a D~~cS S,/J"Y. F6~~~ f°f ti,J ~a1SC7~ ~jzoPasx~ a m ~t ~ t c ~rlsa /JaSL'~ ~/taAC~ ~ i ,~'~or r f Su~,~ta.rt' l~,erlrsx Y Y y bra r ~J~ c,s,r r 5 S~; z r a4,81Y, f ;FA/ h 1VS, r I >1 ~ o d ~ C6 11` a • ~ ~ ~ ti O ~ V a 1 [ .s4 a ~ ~ as O 144 o t Vt 1 [ jl- it Ilk LlA 14 . t ~ ZQ i 4 ~ 3a ti ~ . u ~ ~ ~ b ti ; ' Es+ ~ ~ Sao k• W [w ~ ~ ~ ~s t0 r tai (►s ° ~ 'K 7, ev "`1 v fl s. s v p a- AO COMBINATION SEPTIC ~ ~i~11~1PU11~F CHAMBER X-SEC i 1011 ,S° Oi° 9 (DRAWING NOT ; Q SCALE) I MANIHOLE RISER & COVER Flis AL C-RADC {per SA J' 54.2 J (7) {53~~ _ _ (slope ground surfame sway from vet ==a~ l[dtQ> I? T ~C„T; f y'a:xirvr. ~s'sc#~ar_2nlc{s)~naaessaty manhofe(s) for pmpv dralrlage) 3s 7cfsng „ „ f `inc . s*-21= abov= Pursusn't io SPS ~f~ ;.~J($ jypt lti ~stsb55'hs-c i-iLG[i ~t_~~tiQ.^. ! {r l ~iCal) f f Aa.'RBved; 6+aniiatzr" nacz ar;. U LCt-dn r •£tittrlH 1 r~ti 4 t(ty lan ssaazl Jt;#~C -lore Box ~ i i ~i) 1 :.3~.Uic_i t ~cv1 ~tznip'r; rril3 ~ ~ 7 aP~816 ~d l]r~39: ~ l ~ ~ i:un. ar 2~ R shou- # c S'""'°`"i l l -~stsUtTShwtPianc~~~~otien , IL 1.. r r 1 11 r5~+sr:t;Sj 1 _ t 8~3i ~t1L': i7F ti~tl E7 #in:~rt et Can] ; 7-7 ~ ~(N~seerztarlavet)-- ~~'~fr.~r~l!/IYlfdlf/~j.r~'rrrj~ ~ff~!/~ffl~ ' ~~~:.~-f!/Ifs!!!!!/!/!~!!ff! 1 / Il1j~; J~/j : r rflJ/!1//G 'r fflldlf~' !tti{E3', W G ! tis RILE, Ca~fNif'rf'1ff~f`rl~ff~ Jrrl~; ~ -1 j - f fp " rrr~~•ff/:"fl/!/11 ~r s ~ ` ~ AL1Rtl FLGA. i l t l Ali a E C F7 9 OFF FLO lam) APPROVED FFFLUEtF F1Li~t ? ~F? UE~ Blau = # f flri anal REQUIRED 01,10 IE MINIMUM NIMUM OF T„ OF SUl f ABLE BEDDING BcWS `i TANK PUMP No, 1 .ic illarllrfa ureF L~~s.~c~ r~ DVVF (r ally wastewater i'lov'4 G 6; 4 9?D SapiislPuinp tank inoasi ALS-0 7.51i Number of daily doses (Olj v I arlual adose volume) Alarm MaiIAGWrat -s x ~j4~e a~~s u 5 7°AN1~ ~t~~r f ~Mrcprnair, VOILIMe ,?6©it '~lai~ t model number Type of floe; swii ch / sTGf~ ~?a!! t Q L AGwI l dose violume jplionu) (fatal dose volume - ;volume 0i Wca-main) Z L = .3 Effluent pump menufai%ter L _ Er-fluent pump mortal number 153 EUII~ = i ~~lK CAPACITIES ResE?rlre above alarr, ~?9 inches = 2'47 S"9allolls ivllnt[num pump discharge fate (GPM t) float above oir-ilnai -7 incises = 32..t gallons (G) (GP) _3.32 ter loft tfoaE measu meat 9 _inches = /ys /Sallons (B) l l~er€Icat (;ff (pump o toisttlhutian (aieral) f7 ,5- Or[ ,a aabNo'tor in~,l~ = f9_ gallons mot. xsyeem head (d1s[aI pressu,e ~ l.3,eeL} to~tas,& ~p#~n~sPEclgcA~lo~ls }ry r= l Frictlbn loss iM the farce nalr.4oo # "Y -5 D .r ? vrtpt Str'idfl7 8G _ i olaa dkrnamic ha3d (Tt D(H) -7s-.8 Liou-Id depth y8 " Gallops per inch /G= + TOTAL DYNAMIC HEADIFLOW A4 4 PUMP PERFORMANCE CURVE PER MINUTE MODEL 15111521153 EFFLUENT AND DEWATERING 1 l MODEL 1 151 152 153 12 46 Caters i Feef tJeters 6a. titer Gal - _ t _ 5 15 5t3 189 69 ~ 261. 77 291 o ss- ! - 10- 1 1 16 3:0 F 45 - --170 61 231 7Q 265 w 144 - 3 201 81 231 o $ ! 159 111 29 110 44 167 25 20 6 52 197 25 7..1 6 18 61 34 129 - 42 159 y 1 1 30 y 9.1 23 87 M~ 125 t .,..,_._1i 42 Is- -1,-- - ~ 40 12.2- 4 r 4 8twt~R H®ad: 30 f. (9.1m) 38 ft. (11.8m) ILL (13,4m) f o+ssoso s _r bode! 5~ Models 152 153 10 20 30 40 0 60 o 9o a0 100 - 6773- GALiCNS I-- 67!32 'eRS r T 3W8 4519 :rf 4 9~4 0 40 90 120 160 200 240 260 320 360 372, FLOW PER MINUTE U14508A✓i'+<`w f 3718 3Tra • Tuned dosing panels available. _ • Electrical alternators, for duplex systems, are available and supplied with an alarm. • Variable level control switches are available for controlling 1._ {single phase systems. • Double piggyback variable level float switches are available f ,Tt• { for variable level long and short cycle controls. • Seated Qwt'k-Box available for outdoor installations. See n r1n6 1a ~3 l FM1420. r t " f _ l.- t n 538 ~r i~l 41511r f • Over 130°F (54°C) special quotation required. iTi 1 r stc2064 - FN 51/152!153 MODEL S Controi Setcction Vr 4-Ph -Mode Amps Simplex Duplex 115 1 1Non 6 0 115 1 cluded 2 or 3mbl~l 230 1 Non 3 2 1 2 or 3 23U 1 r "1=asy ctsSeu 115 1 t `a^r3 (DumpBdschar0epipe 115 1 Auto 85 tndunotinduded,) or3 230 1 Non 43 230 1 Auto 1 43 included 2or3 t 115 1 Non 105 J 1 i1 1 2 or 2or3 230 1 Non 53 1 I 230 1 1 Auto i 5.3 ! Included i 2 crr 3 1. Single piggyback variable level float swtch or double piggyback variable level Reduces potential clogging by debris. float switch. Refer to F100477. Replaces racks or bricks under the pump, 2. See FM0712 for carnet model of Electrical Alternator E Pak. Made of durable, noncorrosive ASS. 3. Variable level control switch 10-0743 used as a control activator, specify duplex Raises pump 2" off bottom of basin. (3) or (4) float system. Provides the ability to raise intake by adding sections of 1 W or Z' PVC piping. A CAUTION Attaches securely to pump. Accommodates sump, dewatering and effluent applications. NOTE: Make sure float is free from obstruction. For unusual conditions a reserve safety factor is engineered into the design of every Zoeller pump. 9 Copyright 2008 Zoeller Co. All rights reserved.