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024-1019-30-105
county: St. Croix Wisconsin Department of Commerce PRIVATE SEWAGE SYSTEM Safety and Building Division INSPECTION REPORT Sanitary Permit No: 5582029 GENERAL INFORMATION (ATTACH TO PERMIT) State Plan ID No: Personal information you provide may be used for secondary purposes [Privacy Law, s.15.04 (1)(m)]. Parcel Tax No: Permit Holder's Name: City Village Township 024-1019-30-105 Nicholas & Victoria Lloyd TOWN OF PLEASANT VALLEY Section/Town/Range/Map No: CST BM Elev: Insp. BM Elev: BM Description: 16.28.17.107A-05 TANK INFORMATION ELEVATION DATA TYPE MANUFACTURER CAPACITY STATION BS HI FS ELEV. t i r1~+ LL Benchmark Septic n~ r~4 J x"~• S! 1 Z M i vv 69 Alt. BM ~ I Cb ✓ 9 2 3 ;os Yw l7b P✓ y p 7 , 7 Bldg. Sewer C1 96 5 I'7, is 4 S • ~o ` Holding St/Ht Inlet y t~ St/Ht Outlet TANK SETBACK INFORMATION TANK TO q I~ WELL BLDG. Vent Air Intake ROAD Dt Inlet G~ Septic `5a 1 Dt Bottom b • Z D • 3 Dosing 7 56/ AA 3 9 ~1 ~ Header/Man. Z • '-7 g9• Aeration 'T Dist. Pipe Z , -7 9 cj Holding Bot. System Final Grade 1.7 /60.1 PUMP/SIPHON INFORMATION b Manufacturer ( Demand St Cover GPM 3t 4• Z 9z' • 3 Zd l GHQ i Model Number ( ~/1 ~(JJ\ C r we~ 45 1 V 1 QTDH Lift Friction Is Systemm He,,a)d TUH • ' (t- Forcemain Length Dia, Dist. to well SOIL ABSORPTION SYSTEM BED/TRENCH Width Lengih~ No. Of Tren s PIT DIMENSIONS No. Of Pits Inside Dia. Liquid Depth DIMENSIONS LEACHING SETBACK SYSTEM TO P/L BLDG WELL /1 LAKE/STREAM CHAMBER OR Manufacturer. INFORMATION Type ystem: G C Al yL , A UNIT Model Number: ~o ~ V /a /Vp'r DISTRIBUTION SYSTEM ° x Hole Size x Hole Spacing V o Air I ke Header/Man'rf~ld Distribution I - ! r ~ y ILength Dia I Pipe(sLength) 7~ Dia Spacing SOIL COVER x Pressure Systems only xx Mound Or At-Grade Systems Only M=Yes Depth Over Depth Over xx Depth of xx Seeded/Sodded [Bed/Trench Center Bed/Trench Edges Topsoil P s No I s , OMMENTS: (Include code discrepencies, persons present, etc.) Inspection #1: / .10 Inspection#2: C Location: 327170THST~` ` GOJ•~ jet rVlc..~ 1.) Alt BM Description = I Pion ~.ppe f" 2.) Bldg sewer length = 5(p y - amount of cover = g o G d Plan revision Required? Fewl Yes 'Flo Use other side for additional information. Date Insepctor' ignature Cert. No. SBD-6710 (R.3/97) RECEIVED ~ , 2~5 County OCT 0Safety and Buildings D' n 201 W. Washington Ave., P. x 7 2 Sanitary Permit imtber (to be ned in by Co.) T CROiX COUNTY Madison, W1 53707-7 Sanitary Permit Application TreusacxionNumbe In accordance with SPS 38321(2), Wis. Adm. Code, submission of this form to the appropriate governmental unit is required prior to obtaining a sanitary permit Note: Application forms for state-owned POWTS are submitted to Project Address (if d t than mailing address) Y _ i 0 G~ 0- (7 the Department of Safety and Professional Servies. Personal information you provide may be used for secondary C4 in w=danoe with the Privacy s. 15. 1 m Stats. A _ lv=oses lication Information Pl a int All Info ation °7 erty Owner's Name O G, A Parcel ii ~41 %130 erty Owoer's Mailing Address Property.I oration, J T~ K J Govt Lot City, State Zip Code Phone Number t/., Section le TZ(~ N; RE W 11 ° Type of Building (check all that App I Subdivision Name or 2 Family Dwelling-Number•of Bear 4 3) It 14" ❑Public/Commercial-DescribeUse C5/r, ab pa, B1 ❑ City of ❑ State Owned - Describe Use CSM Number ❑ Village of ~ X 75 OJ ~b Zvi i_k6 Qy'n of (r' III. T f Permit: (Check only one box online A: Complete line B if applicable) ZO y ew System ❑ Replacement System ❑ TreatmerivHolding Tank Replacement Only ❑ Other Modification to Existing System (explain) B. ❑ Permit Renewal ❑ Permit Revision 11 Change of Piumbc ❑ Permit Transfer to New List Previous Permit Number and Date issued Before Expiration Owner IV. T of POVM System/Component/Device: Check all that a 1 O ❑ Non-Pressurized 1n-Ground ❑ Pressurized In-Ground ❑ At-Grade_2_ d 2:24 in. of suitable soil ❑ Mound < 24 in, of suitable soil ❑ Holding Tank ❑ et Dispersal Component (explain) ❑ Pretreatment Device (explain) V. Dis rsaUTrea ent Area Information: t Desi Flow (gpd) ' Design. Sot? Application f) Dispersal Area Req ' (sf) Dispersal Area Pro System Elevation ubctur* VL Tank Info apacity in Total 9 of an !J Gallons Gallons Units s, o s o New Tanks Existing Tanks u a ItX,. n. 'rn +n is C7 C. Septic or Holding Tank j Dosing Cumber VII. Responsibility Statement- a undersigned, assume sibuity for installation of the PowTs shown oa the attached plans. MPlMPRS umber Business Phone N Plrmzber' Name (Print) Plumber's S' al* P(Street, City, S Zip ) ~~k 1 Couu /De artment Ul- Only proved rsapprov Permit Fee Date *ied Issuing t Signature S r Z5 • - z1 /5 en Reason for DL Coudi ' ns for Disapproval A 1. ` tank, eti'fit ont R eF and ) Con d': ~ ol`~ s £ ' Aisoomal cell must aU be sewk es l m,a nfained zo per lnenagement olafj pFOwded by plumber. G c-U)~ i ~P-P"'~~ . ,`i~Ikaellia'C{t requirertte must ~H ~?~nt?iried Pa ti~pNalbkl 0661 ordinans4s. Attach to complete plans for the system and submit to the County only ea paper not less than 8 trz z 11 inches in size SBD-6398 (R. 11/11) PLOT PLAN PROJECT Nick Liovd ADDRESS 8350 59th st.Lake Elmo Mn 55042 SW 1/4 SW 1/4S 16 /T 28 N/R 17 W TOWN Pleasant Valley COUNTY ST. CROIX SYSTEM ELEVATION 98.7' DATE 10/12/15 BEDROOM 4 CONVENTIONAL IN-GROUND PRESSURE CONVENTIONAL LIFT HOLDING TANK MOUND XXX SEPTIC TANK SIZE 1255 gallons LIFT TANK SIZE DOSE TANK SIZE 765 HOLDING TANK SIZE LOAD RATE 1 .0 ABSORPTION AREA 600 # of chambers none BENCHMARK V.R.P. Top of steel fenc post blue flag ASSUME ELEVATION 100' Filter Lifetime Filter ❑ BOREHOLE O WELL *H.R.P. same as benchmark 750' Scale = 1 /4" = 10' 983' Property Line 15 acres Pro 4 Grading is to be done to Bedroom divert run-off array from House system All piping shall be ASTM SDR 30/34, within 10' of tank, piping shall be ASTM F891 B.M.*L B-1 Huffcutt Combo Tank Tank is to be provided with lockdown covers with approved warning labels and to be properly bedded - 3 Area 15' below system i to remain B- undistur ed 98 8% Slope 97.7' a 97' Well is to eet all WDNR se ack 96 9 170th St. o Z0 . t Oti4 RTPb DIVISION OF INDUSTRY SERVICES 10541 N RANCH RD HAYWARD WI 54843-6462 3i el Contact Through Relay ` P S hftp://dsps.wi.gov/programs/industry-services 9~ `Gw www.wisconsin.gov Scott Walker, Governor Dave Ross, Secretary October 22, 2015 CUST ID No. 226900 ATTN.• POWTS Inspector SHAUN R BIRD ZONING OFFICE BIRD PLUMBING INC ST CROIX COUNTY SPIA 1432 120TH ST 1101 CARMICHAEL RD NEW RICHMOND WI 54017-6409 HUDSON WI 54016-7708 CONDITIONAL APPROVAL PLAN APPROVAL EXPIRES: 10/22/2017 Identification Numbers Transaction ID No. 2624418 SITE: Site ID No. 818593 Nick Lloyd Please refer to both identification numbers, Lot 1 17TH St above, in all correspondence with the agency. Town of Pleasant Valley St Croix County SW1/4, SWIA, S16, T28N, R17W FOR: Object Type: POWTS Component Manual Regulated Object ID No.: 1572243 Maintenance required; 600 GPD Flow rate; 24 in Soil minimum depth to limiting factor from original grade; System(s): Mound Component Manual - Ver. 2.0, SBD -10691-P (N.01101, R. 10/12), Pressure Distribution Component Manual - Ver. 2. 0, SBD-10706-P (N.01/O1, R. 10/12); Effluent Filter 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 and located in accordance with the enclosed approved plans and with any component manual(s) referenced above. 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. The following conditions shall be met during construction or installation and prior to occupancy or use: Reminders • Pursuant to outlet filter product approval stipulations, maintenance information must be given to the owner of the POWTS explaining that periodic cleaning of the septic tank outlet filter is required. The access opening used to service the filter shall terminate at or above finished grade with a watertight cover. 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. 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. SHAUN R BIRD Page 2 10/22/2015 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. Sincerel , Fee Required $ 250.00 This Amount Will Be Invoiced. When You Receive That Invoice, Carl J Li pert Please Include a Copy With Your Wastewater Specialist, Division of Industry Services Payment Submittal. (715)634-5035, M-f 7AM - 12PM WiSMART code: 7633 carl.lippert@wisconsin.gov cc: Edwin A Taylor, Wastewater Specialist, (715) 634-3484, Monday - Friday 8:00 am To 4:30 pm I SHAUN R BIRD Page 2 10/22/2015 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. Sincerel, Fee Required $ 250.00 This Amount Will Be Invoiced. When You Receive That Invoice, Carl J Li pert Please Include a Copy With Your Wastewater Specialist, Division of Industry Services Payment Submittal. (715)6-)4-5035, M-f 7AM - 12PM WiSMART code: 7633 carl.lippert@wisconsin.gov cc: Edwin A Taylor, Wastewater Specialist, (715) 634-3484, Monday - Friday 8:00 am To 4:30 pm Cover Page Shaun Bird Bird Plumbing Inc. 1432 120th St. New Richmond Wi 54017 715-246-4516 Date: 10/12/15 Owner:Nick Lloyd Location: SW1/4 SW1/4 S16 T28 N,R17 W Lot 1 170th St. Pleasant Valley Manuals Used: Mound Component Manual Version 2.0 (01/31) Pressure Distribution Manual Version 2.0 (01/31) Page# 1. Cover Page 2. Mound Plot Plan CONDITIONALLY 3. Mound Cross Section 4ppRO%4Z:) 4. Pipe Cross Section/Pipe Layout DEPT CF SAEYYD PR®FESSBoNAL SE~J~C S DIVISION OF INDUSTRY E+-~~~~.5 5. Pump Chamber Cross Section 6. Pump Curve 7-8. Maintance and Contigency plan 9. Filter Specificationsa d cross section SEE Esc'®NDENCE Attachments: Soil Te Shaun Bird Signature License nu r226900 Page 1 of 9 , PLOT PLAN PROJECT Nick Llovd ADDRESS 8350 59th st.Lake Elmo Mn 55042 SW `=1J4 SW 1/4S 16 /T 28 N/R 17 W TOWN Pleasant Valley COUNTY ST. CROIX SYSTEM ELEVATION 98.7' 10/12/15 4 DATE BEDROOM CONVENTIONAL IN-GROUND PRESSURE CONVENTIONAL LIFT HOLDING TANK 1255 gallons LIFT TANK SIZE DOSE TANK SIZE 765 MOUND XXX SEPTIC TANK SIZE HOLDING TANK SIZE LOAD RATE 1.0 ABSORPTION AREA 600 # of chambers none BENCHMARK V.R.P. Top of steel fenc post blue flag ASSUME ELEVATION 100' Filter Lifetime Filter ❑ BOREHOLE O WELL *H.R.P. same as benchmark 750' Scale = 1/4'1 = 10' 983' Property Line 15 Acres Pro 4 Greding is to be done to Bedroom divert run-off away from House system All piping shall be ASTM SDR 30/34, within 10' of tank, piping shall be ASTM F891 B.M.*N B-1 Huffcutt Combo Tank Tank is to be provided with lockdown covers with approved warning labels and to be properly bedded B- 3 Area 15' below B_2 system is to remei in undisturbed 98' 8% Slope 977 97' Well is to meet all WDNR setbacks 96' 170th St. 2- 0 ~ 9 Mound System Cross Section and Plan View 77 Dimension Feet • s A - B J =f D E T A F t G F. W Z • i7 H ~J J I 4'51 - K 3 nei L R. i f "rc 1 ~ 3 ' K -B Z Slo % L =Clean a ate 4 in. sch.40 pvc T = Topsoil = ASTM C-33grg Cap Material sand fill 1/2 to 2 1/2 in. dia. observation pipe H Geotextile Fabric F Ft } La- A3. 7 D E ' Plowed Surface Ft Contour Slope Direction GI NERAL INSTALLATION: The mound area is staked out along the design contour. Existing vegetation is mowed and raked off the site. The mound basal area. (L x W) is plowed with a moldboard or chksel plow. Plowing may not proceed if the soil is wet enough at the plow depth to form a 1/4 inch soil wire when a sample is rolled between the palms of the hands. 'ASTM C-33 quality sand is placed immediately aft r plowing. Sand is placed with a tracked machine keeping 12 or more inches of sand under the tracks or F is placed overhead by a backhoe. Special care must be used when placing sand of less than one foot this kness to minimize compaction of the plowed surface. After the topsoil cap is placed, the entire mound is :;seeded and mulched to promote vegetative growth, limit erosion and protect from freezing. The observation pipes are slotted in the lower 6 inches and secured in place with rebar or a closet flange. 10V07 lgj Page of Pressure Lateral Layout Two Laterals End Manifold Threaded t` Cleanout Lateral Turn-up Plug 4 _ Uanifold M L Long Force Main •Sweep - - 90 Bend Pressure System Construction =;-Distribution Network S ecW, tions Lateral Diameter 2.- In. Infold Diameter In. [Laterals are constructed of Schedule 40 PVC In. ipe. Orifices are drilled Perpendicular to Orifice Diameter..- drill bit and face down. Orifice S c' In. the pipe with a sharp Ft. Lam turn-ups terminate with a threaded ateral Len 'fold Len _ Ft. cleanout plug and are enclosed in a 6-8 inch diameter lawn sprinkler valve box accessible In. Force Main Diameter In Ft. from finished grade. Force Main Len < • • • • • Grade 6-8 Inch Lawn ' Sprinkler Valve Box Page of 03/05 lgj , i - Se c-Dose Tank Cross Section And Pump Perform s Specifics ns Tank li~r'~' o Tank Mood Number ! ,PL '7..;'V Modal Number Total Tack C 02,5'.S' Alarm Ma'aca+or Max. Berry Depth t Alarm Modal Number i swit* Type In &XV 4. Fitlter ARurar Total Head (TDB -Feat i Ftr MO." Number f Flevatian Hetid C, DWWFfWM* NeWvG& Lose r Force Main Loss 3, 3 Mkft= PUMP m= j Ft TDH Total odlet Mmhok b f in. 4" Above Gn ds With iA V=hc& Mk. 4" Above"&. S Dvoa Ialat Manhole ~ With I. kb* Device, <0, Bok:W or Cb Sealed Wad W~f 3 Junadon Baas . Fuasbad CiY'ade . l 3 rr ` ! vat Min. 12" Abm C Mew • . With Vent Cap Ou" F . - bAet BafAa r~ bliet f A.. iteaarVe W"P Switch ankv GPI ;a dole Volume {7 1. B Dimendou: . (r vc) A off Eleva don C 'y (a18:m B : 2. -77.'2- Ft (acm) c 3 6 tiff c . , ( ) ID ' Ft Total _ . , :•i' s s~ss~a• a s eaa~~ ~a a`s• s >'t tr`►s•' d~ sr~>•r`t717. •0>~ • 't ja airar.'•r•'s>la•: i s i a'i is bo&bd yy`r~> ~ s> s'•i' ar s'ate's ~►ft + a l si• sa a ss ss s s Wl l t~ and , JO%d in aaQW&Me PION: The 9epWdom .leak r miy no, GENERAL INST~4L lid dv& of bory'as qec!W • by 60 m~ laic) ,e:'s prod t. ~ coveys uWmd to STAO bs" aa• lac +8 device t be a wu%d vuitlM OW Wovg'. meat to 60 W* ~ ' mtWi4 =a oud appwad m oaf rVC to bridge the tscdc at the inl sew m . . ed 4. 5dx 4Q' 16.2tt laid to pvOM ixft .3(o ipd C°rnII` 'Wa euavatl:mandthcslen~e.ia '`:E b_b, . HEAD CAPACITY CURVE TnTAL ~ ZR cnPacmr 3 7/8 6 1/4 r VI-i MQDELS "14Q/414W EFFLUENT AND DENATERNG a Ft. Meters Gal. Um 3 7/6 5 1S2 91 344 14 10 3.05 84 318 + c 15 4.57 76 208 12 1 1/2 - 11 1/2 Wr 140,4140 20 Wo 68 257 rs. 25 7.6z 10 s9 . 223 35 t: 30 9.14 49 185 10.07 36 144 . SWD 40 12.19 21 79 5 19 a yi 1172 12 50A C i ."a V•IY'P• 46' 4 5/16 SKMA ~ 4 4 3 7/6 6 1/4 2 4 5/6 37/8 o 50 80 eo 9o too 110 U.& Glllli®t6 to 3D L 70 ttrERS 66 160 2,6 Ao 400 0 FLOW PER M"JTE owew . i.' ~ 1 1/2 - it 1/2 WT n z. SONS LT FACTORY FOR SPECIAL APPLICATIONS- ors.foraupWWSW s,amavftbaWsup*dv& nI are avaiablewi~horwitllout 1 aNenmtors.forduplexeysialrts, 4 SAS • Conbd, ~wmqftm are avd%ble for 1 phase pumps treed in simplex scam A-m Ft1A0M • Variatli level rxxrk r swl'i hw are avaiable for sorrbdil8 sr* ptmse K • p,eublwtW)adc variable level iod swii w are avaiable for variable SELECTION GWE bvei 1. On* O=badl lral" 18x81 boat switch or dmft pbbftdt vaiable le • So*dQwllt-Box avaftb for outdoor i 6orts See FM1420. • Over IWF. (54•C.) special Viddon m* *W. swath. fiefer to FLO477. • Pjferti►'f7d66ii6 for 200• F. epplitmiom 2. modraroal aMwax *ft 100072 or 100075. 3 See fa1N)R2 for coned model of EkVcd Abm*r E4WL 4. Variable tetra! C nkd w*h 104M used as a oonbd adrlrabrr, qm* dllpl~c (3) 140 Series - 53 ets. 4140 Series - 73 lbs. or (4)"syderm 1,~.. M00B$ CauYd 8eleeYow tiodrf 1roi1M voloP4 Iti4e '1 11!1 1 Noa 15.0 1at135 2or334 1 Nob 7.5 1or185 2or334 BItt~D ; 014e 115 1 lion 155 16x185 2x334 M kWWkft of m tal6, F olaci I dWices and titbbtg shodd be does by a quamed lye 1 Non 7.5 1 ar 185 2x3 34 kwwd deebicluL Ae eleetrieal ad sd* =d9w *Anid be tol , - k%kW ft tw mod recent National Electric Code #M and the *m* dwWl Safely and ftM Ad (08Mi RESERVE POWERED DESIGN For tN uuW Om&= a mmm safely favor m engineered alto Ute design of WW Zodler pwV. /W. 70t P.Q. RK !8317 c6allilitB,xr 405m fifeaafxiaee6d.. EWT& 3eNCmwftftd L«raft ff 4Wl-lW ;;AVrr/ MM Jsow Aff• PL/MP !O. FMOM774 0 Copyright 2001 20ebw Co. AN dphts rtmeerw d. r POWTSVOWNER'S MANUAL $ MANAGEMENT PLAN PaueOf i fj TION SYSTEM SPECIFICATIONS 0 l'AJ Sep cT=kbapacity al O NA Pets Septic Tank Manufacturer NA Efflucet Fiar:IlAanufact<rrer DE8i6i # A AME7ERS ~ . O NA Number of Bedr00M .13 NA Effluent Filter Model i i A./ O NA of Commefc. Units p2fq Pump-Tank Capaat3r S' p PIA YJ t am sW*d t ow (average) yO pump Tank Manufacturer NA E r Wak), (Estimated x 1.5) 6 Pirrrtp Manufacturer 0 NA Dad So1 cat on Rate , p Pump Model 13 Iralueis tQuaCily Mond* Amp* Pimbeafinent Unit Fats. Oct & Grease (FOG) 530 MOIL [I SandlGrerel FAA O Peat Filter Btoc m". Oxygen Demand (SOD$) 5220 mglL 0 Mechanical Aeration D Wetland Total Suspended Solids (TSS) 5150 Damon O Other IZAN-grad Pry Effluent Qualk y Monhly average" ersal t en(s) BipGsrnlf W Oxygeml)emand (BODJ 530 mg/L bound (gavky) and (pressurized) Total Suspended Solids (TSS) 530 mg/Le FecalColporm (geometric mean) :104 dWt00ml ❑ Other. Maim Effluent Particle Size Y. inch diameter Values typical for d« n3ft (nan••oo~1) wastewater wo septic bek efllu MIL Vskos bpkW for praboated wasb*Vm. MAlNNCE SCHEDULE Service Event' Service. Frequency lnspe condffion of tank(s) At least once every ❑ month year(s) (MWdnaum 3 yrs.) Pum4* contents of tank(s) When combined sludge and scum equals one-third (X) of tank volume kispeddispersai .cell(s) At least once every S O months r(s) (Maximum ~'yrs) Cent filter At least once every lr 13 months . s) Ins E p. PUMP controls & alarm At least once every months r(s) l] `NA ❑ moot r(s) DNA w. rats and pressure test At least once every a At least once any 0 months © Year(s) NA At least once every a months 0 year(s) NA MAYrfq#ANCE INSTRUCTIONS Mspe*orts. of tanks and dispersal cells shall be made by an individual carrying one of the following licenses or dertA OrtS: Master Plumber; Master Plumber Restrictgd Suer; POWTS Inspector:.: POWTS Maattahw, Septage Serrg Operator. Tank inspections roust include a visual inspedlon of the tank(s) to identify any trussing or broken W&* Identify any cracks or leaks. measure the volume of combined sludge and. scum and to check for arrr back up 00 66 of effluent on the ground surface. The dispersal cell(s) shah be visually inspected to check the effluent levels in fheobservattion pipes and to check for any ponding of effltfe& one. tote ground surface. The. ponding of effluent on the g"s ufaoe may indicate a failing condition and requires the Immediate reification of the. local regulatory authority. Wh he combined accumulation of sludge and scum In arty tank equals one-third or more of the tank volume, the eadre ntents of the tank shall be removed by a Septage Servicing operator arid disposed of In accoMance with ch. NR 115, Is. cousin Administrative Code., . Tice bov= g of effluent filters, meth ri'Call or pressurized POWTS components. pretreatment components. and any off aintenance or monitoring irlervals of "12 months or less shag be performed by a certified POWTS Maintalner. A ser•i report shall be provided to the local regulatory aulhority within 10 days of completion of any service event S. P AND OPERATION For ralw construction, prior to use of the POWTS.chedc treatment tank(s) for the presence of painti products or other 4, chem6ls that may impede the treatment process and/or damage the dispersal cell(s). If. high coric"trations; are detected have the contents of the tank(s) removed by a septage servicing operator.pror.to use. Of4 pop START UP,, AND OPERATION a other th~{t For tter onstrudlot, prior to use of the POWfS check t isporent tank(s) for •the presence of ~ producla have the c ate of thf3 may Impede the treatment process and/or damage the dispersal osll(s). If high a~ W are &WW tnk(s) removed by a septage servicing operator prior td use. System rt up shall not occur when soli conditions are frozen at'the infiltrative surface. restored to amass wasted will bye ni the backup or surfaoa Of effluent. DurInqz.power outages pump tanks may fit above normal highwater level& is discharged to the dispersal cell(s) in one large dose. OVWIO ding the cell(s) and may re" P the TO avr tti this situation have the contents of the pump tank removed by a SMAMW Servicing Operator Prix the pump controls to restore normal levels of hwhOpump or contact a Plumber or POWTS Maintainer to assist In manually operating within l6e pump tank. mss, Do not drive or park over. or otherwise disturb or compact, the area within Do not give or park vehides over tanks and dispersal 15 U40 wn slope of my mound or at-grade soil absorption area. sxrd prong the W of the POW T : R or elimination of the follovA >g iron the wastewater stream may improve the p ts; fat; foundation drain obldr-kw.. wipes; = pump) water, cigarette butts condoms, cotton swabs; degreasers; dental Close, dialmrs; ; oil: Painting Produce: Pigs; gasoline; grease; herbicides: meat soaps: ar baby er, fnu't and vegetable ( Pesficides; sanitary napkMs; tampons; and water softener brine. ABANOMMENT shall be taken to insure that the system is p ity When die POWTS fails and/or Is permanently taken out of service the following stems and y abandoned in compliance with chapter Comm 85.33, Wisconsin AdmtnMrstive Code:. AN piping to tanks and pits shall be disconnected and the abandoned poe openings sealed. shall be removed and property disposed of by a Septage Servicing Operator. ' The contents of all tanks and pits all tanks and pits shall be excavated and removed or their covers removed and the void space filled with sgril, • Alter pumping, gravel or anodtei inert solid material CON?Ff GENCY PLAN If ttretPOW'TS falls and cannot be repaired the following measures have been, or must be taken, to provide a code compliant . replac>errrentsystem: of a replacement sou absorption system• E j A suitable replacement area has been evaluated and may be utilized for the location The replacement area should be protected iron disturbance and carr"aor and should not be W* VW upon by requi(ed setbacks *cm eideft and proposed structure, tot Ural and wells. FalkJreto protect the replacement area will result In the nc ed for a new soli and site evaluation to establish a suitable repisoenwd area. Replacement systems must comply with the rile# in effect at that time. D A suitable replacement area is not available due to setback and/or soy limitations. Barring advances in POWTS technology a holding tank may be installed as a last resort to replace the failed POWTS. qon The site has not been evaluated to lderrtiflt a suitable replacement area.. Upon failure of the POWTS a soli and aft evellect as be performed to locate a suitable replacement area. If no replacement area is available a holding tank may be a last resort to replace the failed POWTS. --Mound and at-Made soil absorption systems may be reconstructed in plow following removal of the hiomat at the infiiftsOve surface. Reconstructions of such systarns must comply with the rules In effect at that time. «WAI:FWING» SEP'IE, PUMP AND OTHER TREATMENT T TK UNDER CIRGU ANCE8. DEATH MAY REST LTO~~O A ENTER A SEPTIC, PUMP OR OTHER TREATM PERSON FROM THE INTERIOR OF A TANK MAY BE DIFFlCULT OR IMPOSSIBLE. ADDI-fioM COMMENTS POVIf,,.''INSTALLER POWTS MAINTAINER c Nance / J(O Name ~!r✓ Phone ~J Phone ` SorrAGE SE - CING OPERATOR LIMPER LOCAL REGULATORY AUTHORITY Dame Name p Prone j Phone r Thla dk#kunoerrt was drafted In compliance with chapter eps 3e3.22(2)(bx1)(d)&M and 383.54(1). (2) & (3), Womisin Administrative Cods. g~ ~ IkA,/ N j P is i C I is f' r .o P LJ LL LL I W Y, 11 v / ti t' - lr a `o a Q z 00 w ~ o i ST. CROIX COUNTY SEPTIC TANK MAINTENANCE AGREEMENT AND OWNERSHIP CERTrncAnoN FORM OwnerMuyer C I 0, OL Mailing Address sU t )'A h~ ~„ce--kq' E) tA, ,,J r Q Property Address ;f- 3 27 j ,LG. -fee (Verification required from Plamung & Zoning Department for new on) 16 City/State Parcel Identification Number LEGAL DESCRYPTION Properly Location %4 , -5LJ'/4 ,Sec. TAN R_Z-2W, Town of~ e Subdivision t # . b Certified Survey Map # ~l17 , Volume Page # Warranty Deed # Volume , Page # Spec house Y Lot line; identifiable 0yes no SYSTEM MADUZNANCE AND OWNER CERTIFICATION Improper use and maintenance of your septic system gild result in its premature failure to handle wastes. Proper mar amance consists of pumping out the septic tank every three years or sooner, it needed, by a licensed pumper. What you put into the system can affect the fiction of the septic tank as a treatment stage in the waste disposal system Owner maintenance responsibilities are specified in ¢Comm. 8352(1) and in Chapter 12 - St Croix County Sanitary Ordinance. The property owner agrees to submit to St Croix County Planning & Zoning Department a cerdfication form, signal by the owner and by a master plumber, journeyman plumber, restricted plumber or a licensed pumper verifying that (1) the on-site wastewater disposal system is in proper operating condition and/or (2) after inspection and pumping (if necessary), the septic tack is km than 1/3 frill of sludge. Vwe, the undwmgmd bave read the above requirements and agree to naintak the private sewage disposal system with the standards set forth, herein, as set by the Department of Commerce and the Department of Natural Res auras, State of Wisconsin. Certification stating that your septic system has been maintained must be completed and ratumed to the St. Croix County Pk mmg & Toning Department within 30 days of the three year expiration date. Uwe certify that all statements on this are true to the bast of my/our knowledge. Uwe am/am the owner(s) of the property described above, by virtue of a deed recorded in Register of Dee& Office. Nu of ms 112DL & SI A PLICANT(S) DATE ***Any information that is misrepresented may result in the sanitary permit being revoked by the Planning & Zoning Department. Include with this application a recorded warranty deed from the Register of Deeds Cuff ce and a copy of the certified survey map if reference is made in the warranty deed (REV. 0&" ,wr rxaa~xia ~.au aw.wfaa~odv~l yam , ~R 3cvtloi roa a3a.aa3a ha 1+JC3a nria amw vn ceamaa acau a etwiaa mx~ ernlaa.ra itv ia,a Aimmra iau , a v.~rood afu+m ®IV - isrodnw u rmraa r mraaa a3amc au ara®Im~l xaT rn wn w~do,o~ as urra, xar ~+en e2avaa ,er ta~rawr axeloic '~iII au walao.wxrun mau afal~rm rma~nau~rnuaruva~au~~ ,ax <amroararuaaaroa reraxn 3oauM ~ro sanxaa xiu'aweo~n vaauTr~c't nraarmmo am aus~aova we aaMxoi NOISHQ ZH-Mldf1 ,uw ~r~aavaae z9j~ ,vrl ~r~acva,rl F" T-P 4 3 v 177 y t I I I f I ~ ! v I Tg~r i ICY II @ y II g I r L = ill EEI= IA I~I I _ ° r g 0 pg I~ d=_~ Sh - 9 1~p 9 ® i~lll L- - n y E 'II ~I 1 r f 9F I t~141 2 a y M, gR e d z0 N 8I~ Z _ .rrem- J 3 Q >ti 1 I S I 9 U ® n xx ~ I Q a I S~ 9~ r f I gm, ® p ~s G as 1 t>44 a E 4 6 @ 5 S' ~S€ a 'N@t a 4 3 > $ - 1 Neill 1$ p, 2.1 1 1 o - $ o IN 1 r I NO 11 0 1 s$ ~3a~ 4115 a F z o Z g a o: Stu ¢ Y afr oy c S Q J EE o y O z w 1Q~ a W c~z o > cU gg Q zLL w f- w w A E:. g" E,O r7. 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I I y ~ I d % I I I I Q 1 I o 3 I .m e,w .w as 1 I I I I y ; 1 I I I I I I I i I L-------J i I ~ / 1 I I I 1 I / I I 1 b I I I x I I ~ / 1 I I I I 1 I I I ~ / I I I 1 1 __J I I I I I I I I I I § 1 .rn ~ I i .m ♦.4 W a i I ~ I I I I I yy55 I ~ I ' ; Q V N d33 0 n 9~ i I I I } 1 L .m x • a a, sz ,px_ l_ . l .Nax1 r' g s! INA IVED . JU 29 20,15 ysa - Wisconsin ®~Ifrtt9rce SOIL EVALUATION REPORT Page of EW. in accordance with Comm 85, Wis. Adm. Code ~Omm County J~ ) Attach complete site plan on paper not less than 8 1/2 x 11 inches in size. Plan must include, but not limited to: vertical and horizontal reference point (BM), direction and Parcel I.D. percent slope, scale or dimensions, north arrow, and location and distance to nearest road. 0(9q-7 Please print all information. Revi by Date Personal information you provide may be used for secondary purposes (Privacy law, s. 15.04 (1) (m)). 16A / Property Owner Property Location ( K L I t3,4 ,I Govt. Lot 5(~ 1 /4Sc0 .C./'1 /4 6 T Z 9N_ R E (or W Property Owner's Mailing Address Lot# Block # Subd. Nanyor CSM# G State Zip Code Phone Number ❑ City ❑ Village own/ 14 Barest Roa Construction us • sidential / Number of bedrooms Code derived design flow rate GPD ❑ Replacement-0 Public or commercial - Describe: Parent material Flood Plain elevation if applicable ti ft. General comments and recommendations: System Type System Elevation ZZ / I F71 Boring # Boring Pit Ground surface elev. ` I J ft. Depth to limiting factor in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ff In. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff``#1 •Eff#2 11 ~7f Z~ S ~ l b r - r----- 7-1 01 ® Boring # Boring 7 kPit Ground surface elev. ft. Depth to limiting factor in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPDM in. Munseil Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 •Eff#2 Z Effluent #1 = BOD. > 30 < 220 mg/L and TSS >30 < 150 ` Effluent #2 = BOD< < 30 mg/L and TSS < 30 rilglL mflo CST Name (Please Print) ure CST Number Bird Plumbing, Inc. Shaun Bird 226900 Address Date Evaluation Conducted Telephone Number 1432 120th St, New Richmond, WI 54017 - 715-246-4516 A Property Owner _ Parcel ID # /Page of Boring in Boring # E( Pit Ground surface elev. ft. Depth to limiting factor Cn• Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Stricture Consistence Boundary Roots GPD/l in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. `Eff#1 'Eff#2 F-1 Boring # ❑ Boring ❑ pit Ground surface elev. ft. Depth to limiting factor in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPDKf in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 •Eff#2 Boring Bonng # Ground surface elev. ft. Depth to limiting factor in. F-1 ❑ Pit Soil ication Rate Horizon ' )epth Dominant Color Redox Description. Texture Structure Consistence Boundary Roots GPDM in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 'Eff#2 Effluent #1 = BOD5 > 30 < 220 mg/L and TSS >30 < 150 mg/_ ' Effluent #2 = BOD5 < 30 mg/_ and TSS < 30 mg/L The Department of Commerce is an equal opportunity service provider and employer. If you need assistance to access services or need material in an alternate format, please contact the department at 608-266-3151 or TTY 608-264-8777. SB683" (ROOD) ptoperty0wrw Partzei 3D # Page _ of Soft # Ground surfaee hex It. Depth to knOV WW Sail Rate tom. Pit iip s DeO C3OMWOtMt Color Redox DesOVOW Teak" Structure Cax~ Swndwy Roots GPM in, Munsell tlu. Sz. Cult. Color . Sz. Sh. 'EfNtt 'Eit#2 k4 El 0 Pit r,,d suttees elev. R. Depth to factor *nbv - in sod Awkstim Rate Kxtwn Depth Dorrkwt Color Redox Description Texture Consistence Soundwy. Roots GPOAV - in. WOO au. Sz. com Color Cr. SL w E BOI" ~ D Pit Gnawxi surfaoe ear. n, irk to WnWwV facer in pail Avollongon Rate #w, Don+ nt Redox ' on. Tw*" Saxe Cowdwom boundary Roots appm in, Ou, Sz. Cont. Color GL Sz. Sh. 'F.lFl~i Efgf2 Mot #1 = SW, 30 c MO null and TSS a30 < 150 ftVL; ° Eftxft tit a 6th, 130 molt. anct TW < 30 rrVL The Depadmeu of Commerce is an equal opportunity service provider and employer. If you need assistance to access services or need material in an alternate format, please contact the department at 608-266-3151 of TTY 608-254-8777. s~.es~opac+~n} Soil Test Plot Plan Project Name Nick Lloyd Sh ird Address 8350 59th St. N r Lake Elmo Mn 55042 7easant #226900 Lot 1 Subdivision Date 5 S W 1/4 S W 1/4S 16 T 28 N/R17 W Township Vall ey ❑ Boring 0 Well PL Property Line County ST. CROIX BM or VRP Assume Elevation 100 ft. Top of steel fence post with blue flag System Elevation TBD -HRpSameas Benchmark 750' 983' 14 Acres Lot Scale is 1" = 40' unless otherwise noted 75' B.M.* 40' B-1 50' B-3 50' 0' 8% Slope B-2 98' 96' Fence Line 170th st. Property Line Y RECEIVED 1974 E VAL TION REPORT Page 1 of 3 t,j Wisconsin Department of Commerce p SOIL Division of Safely and Bui ' s in ac~dr'd~iJwRrTh ~d 9 85, W . Adm. Code A.C.E. Soil & Site Evaluations County Attach complete site r no t ' xmuouu 01 m t St. Croix include, but not limited to: vertical an pence point (BM), direction a percent slope, sca ions, north now est road. Parcel LD. 024-101 30- a-b' Please print a information. Revi y Date . Personal information you provide may be used for secondary purposes (Privacy Lmr, s. 15.04(l) (m)). P t/--;6 -7, Property Owner f- Property Location Victor & Mira Stout (.e--,-h ~"f Govt. Lot swig swig 16 T 28 NR 17 W Property Owners Mailing Address Lot # Block # Subd. Name or SM# ? 1718 30th Ave. 1 -P d CSM vc j kax City State Zip Code Phone Number _j City Village w Town Nearest Road Hammond WI 54015 715-796-5413 Pleasant Valley 170Th Street 1 -7 24 3 14 je; New Construction Use: 0 Residential / Number of bedrooms 3 Code derived design flow rate 450 GPD Replacement -J Public or commercial - Describe: Parent material Glacial Till Flood plain elevation, if applicable Na General comments and recommendations: Soil suitable for mound with 1.25' of sand fill placed on 99.50' contour. Boring # J Boring ✓ Pit Ground Surface elev. 99.45 ft. Depth to limiting factor 21 in. Sal Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ftz in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2 1 0-7 10yr3/2 none SO 2fsbk mvfr as 21`1 m 0.6 0.8 2 7-14 7.5yr4/6 none scl 2fsbk mvfr cw 1fm 0.4 0.6 3 14-21 7.5yr4/6 none sl 2msbk mvfr 9W 1fm 0.6 1.0 4 21-27 7.5yr4/4 f2f7.5yr5/8 sl 1msbk mfr 9W 1vf,f 0.4 0.7 5 27-54 7.5yr4/4 f2d7.5yr5/8 sl 1csbk mfr - lvf 0.4 0.7 Boring # I Boring ✓ jo pit Ground Surface elev. 99.40 ft. Depth to limiting factor 23" in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/f12 in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2 1 0-7 10yr3/2 none sil 2fsbk mvfr as 2fl m 0.6 0.8 2 7-11 10yr4/6 none sl 2fsbk mvfr cw 1fm 0.6 1.0 3 12-23 7.5yr4/6 none scl 2msbk mvfr 9W 1fm 0.6 1.0 4 23-37 7.5yr4/6 f2f 7.5yr5/8 sl 2c sbk mfr - 1vf,f 0.4 0.7 Seepage observed at 37'. r * Effluent #1 = BOD ? 30 < 220 mg/L TSS >30 < 1 mg/L Effluent #2 = BOD < 30 mg/L and TSS < X mg/L CST Name (Please Print) Signature CST Number James K. Thompson i 4-14~9 XfK~~~ 3602 Address A.C.E. Soil & Site Evaluations Date Evaluation Conducted Telephone Number 340 Paulson Lake Lane, Osceola, WI 54020 4/172006 715-248-7767 e Property Owner Victor & Mira Staut Parcel ID # 024-1019-30-000 Page 2 of 3 k $ Boring # Boring Pit Ground Surface elev. 97.35 ft. Depth to limiting factor 23" in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GP in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2 1 0-9 10yr3/2 none sil 2fsbk mvfr as 2f1 m 0.6 0.8 2 9-14 7.5yr4/6 none sicl 2fsbk mvfr cw 1fm 0.4 0.6 3 14-23 7.5yr4/6 none sl 2msbk mvfr 9w 1fm 0.6 1.0 4 23-38 7.5yr4/4 f2f 7.5yr5/8 sl 1 csbk mfr - 1 vf,f 0.4 0.7 Boring # Boring Pit Ground Surface elev. ft. Depth to limiting factor in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots P /ftz in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2 Boring # -I Boring ❑ Pit Ground Surface elev. ft. Depth to limiting factor in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPDIfF in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2 * Effluent #1 = BOD 30 < 220 mg/L and TSS >30 < 150 mg/L * Effluent #2 = BOD5<30 mg/L and TSS < 30 mg/L The Dcpartment of Commerce is an equal opportunity service provider and employer. If you need assistance to access services or need material in an alternate format, please contact the department at 608-266-3151 or TTY 608-264-8777. . ♦ E,ris ra ole cler` . Loca~cc✓,o~'~a.5~e 00, i3cnC. o % " rcy ~O c~ /47s! e%w = /Od. T . a{ Oiea sin da.~l; ero; r G M 983. 8~ ~ o A 99 Or"' 99*4 ``63 \ - ` a ~ ci Q O► 0 ~ v ~ a L P~. 3 c4J 2015 Property Record I St Croix County, WI Assessed values not finalized until after Board of Review. Property information is valid as of JUL 08 2015 10:22PM . OWNER CO-OWNER(S) NICHOLAS LLOYD VICTORIA LLOYD 8350 59TH STREET N LAKE ELMO, MN 55042 FORMER OWNERS PROPERTY INFORMATION Parcel ID~ 024-1019-30-105 PROPERTY DESCRIPTION Alternate ID: 1628.17.107A-05 School Districts SEC 16 T28N R17W PT SW SW FKA CSM 21-5215 LOT 1 & PT LOT 2 FKA CSM 21-5288 LOT 1 (29.994 AC) NKA CSM 26-6033 LOT 3 (14 SCH D BALDWIN-WDVILLE AC) Other Districts Property Addre : WITC 170TH ST Section Town Ranae Qtr Qtr Section Qtr Section Municipality: TOWN OF PLEASANT VALLEY LOV Block. DEED INFORMATION Plat Name: CSM 26-6033 024-014 Volume Paae Document # Plat History: 872185 (a15) CSM 26-6033 024-014 7203 2 1 CSM 21-5288 024-2006 836274 2-1 288 836178 831767 TAX INFORMATION 826502 1471 24 614061 Net Tax Bet°rg .00 1076 503 51 1 9 928 622 Lottery Credit: 00 477428 First Dollar Credit 1012689 .00 2- 33 1000543 Net Tax After: .00 Amt. Due Amt. Paid Balance Tax .00 .00 .00 LAND VALUATION Special Assmnt .00 .00 .00 Special Chrg .00 00 00 Valuation Date: 20150624 Delinquent Chrg .00 .00 00 de Acres a Value Improvements Total Private Forest .00 .00 .00 G161 14.000 21,000 0 21,000 Woodland Tax .00 .00 .00 14.000 21,000 0 21,000 Managed Forest .00 .00 .00 Prop. Tax Interest Total r 14.000 .00 .00 Spec. Tax Interest 00 00 Assessment Ratio: .0000 Prop. Tax Penalty 00 00 Mill Rate: 0.000000000 Spec. Tax Penalty .00 ,00 Fair Market Value: 0.00 Other Charges .00 00 .00 TOTAL .00 .00 .00 Over-Payment .00 INSTALLMENTS Period En Date Amount PAYMENT HISTORY (POSTED PAYMENTS) Ge eral Special PUMP PERFORMANCE CURVE w PUMP PERFORMANCE CURVE PUMP PERFORMANCE CURVE SUMP I EFFLUENT MODELS LL 3/8", 11Z'& 3/4 SOLID PASSING CAPACITY 318", 1I2" & 314" SOLIDS PASSING CAPACITY 53/55 1 1 42 13MODEL 48 57159 72 76 98 1371139 140/4140 151 152 153 191 Feet Meters G.I. Liters Gal. Liters Gal. Liters Gal. Liters Gal. Liters Gal. Liters Gal. Liters Gal. Liters Gal. Liters 40- Gal. Liters 13 5 1.5 29 110 43 163 38 144 50 189 72 273 93 352 86 326 50 189 69 261 77 291 10 3.1 22 83 34 129 30 114 40 151 61 231 79 299 80 303 45 170 61 231 10 265 38- 12 15 4.6 10 38 19 72 14 53 30 114 45 170 64 242 73 276 38 144 53 201 61 231- 20 6.1 17 64 25 95 36 136 66 250 29 110 44 167 52 197 36- 1 z 186 25 7.6 - - - - - - - - - 8 30 59 223 16 61 34 129 42 159 n alas 30 9.1 - - - - - - - - - - - - 49 185 - - 23 87 33 125 40 12.2 28 106 11 4 2 2 3 11 50 15.2 - - - - - - - - - - - - - - - - - 60 18.3 - - - - - - - - - - - - - - - - - - - - 32 10 70 21.3 80 24.4 - - - - - - - - - - - - - - - - - - - 0 90 27.4 - - - - - - - - - - - - - - - - tftl 3 100 30.5 110 3 3.5 2 10 36.6 - 11-1 130 39.6 - 2 85 1 11 utea18 ft. 5.5m 19.25 ft. .9m 18 ft. 5.5m 25 it. 7.6m 23 ft. .0m 26 ft. 7.9m- 50 ft152. 30 ft91 m 38 It 116m 4° -77 11 s 2 80 165 75 4165 22 ° 161/4161 163/4163 16514165 185/4185 186/4186 18814188 189/4189 191 ¢ TO 163 0 4163 Gal. Liters Gal. -Liters Gal. Uters Gal. Liters Gal. Liters Gal. Ulers Gal. Liters Gal. Liters 2 65, 100 379 61 231 61 231 58 220 145 549 145 549 45 170 93 352 61 231 61 231 58 220 140 530 140 530 45 170 1 161 189 85 322 60 227 fit 231 - - 58 220 134 507 135 511 45 170 4161 4189 79 299 59 223 60 227 58 220 128 484 131 496 45 170 70 265 57 216 59 223 58 220 122 462 125 473 45 170 1 140 62 235 55 206 58 220 85 322 58 220 116 439 120 454 45 170 4140 1 88 45 170 46 172 55 206 70 285 58 220 104 394 109 413 45 170 1 4188 20 76 33 125 50 189 51 193 58 220 90 341 97 367 45 170 15 57 39 148 32 121 58 220 71 269 85 322 45 170 23 87 9 34 52 197 51 193 69 261 45 170 12 152 10 38 - - 45 170 26 106 51 193 45 170 5 - - - 31 117 2 8 34 129 45 170 1 - - - - - - - - 16 80 - - 17 64 40 151 3 151 - - - - - - - - 4 15 - - - - W 114 4171'85 20 76 8 25 4185 10 38 Sfi R(17.1.) 66 fl.(20.1m) 89 ft.(26.4m) 73 fQ2.2.3m 114 ft.(34.7m) 91 ft.(27.7m) 110 ft.(33.5m) 137 ft.(41.8m) 20 INN q 009922 2 A CAUTION Model 185/4185 should not be subjected to less than 30 feet TDH. 48 7 ,55 76 7.59 13s 0 NOTE: For Pump Performance on Model 112, Industrial column o 26 30 13 so so 70 ao so 100 no 1zo 130 140 150 explosion proof pump, see FM0219. GALLONS LITERS 0 80 160 240 320 400 480 560 FLOW PER MINUTE SEWAGE AND MODEL 211 264 266 267 268 27014270 28214282 28414284 29214292 29314293 29414294 295/4295 'n DEWATERING a 11 . . . . o' . 89 i/ 212 i. a0B ur 1. 1 121 1. 24 80 1. w m - - - - - - ,00 1 75 - b A A B 75 10 40 22- 7G 20 2] W 6 21.1-1 em s.5 sam s.sm, - - - - nsa am - - - , - - - - -wansz, 1-1- ea,2zsmm w 18 60 ae.am 009904'm1 x 55 INS v 1g I I 50 Z p 14 45 Q 293 O 12- 40 ~ PUMP PERFORMANCE CURVE 35 ! SEWAGE MODELS 3 20 2" SOLIDS PASSING CAPACITY 6-i 20 266. 267, 270 4J 15 I I ~ 0 2 5 284 294 ~~25 A CAUTION Model 293/4293 should not be 211 264 292 1 11 0 subjected to less than 15 feet TDH. GALLON 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 160 170 180 190 200 210 220 23 LITERS 0 80 160 240 320 400 480 560 640 720 800 FLOW PER MINUTE © Copyright 2003 Zoeller Co. All rights reserved. 6