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HomeMy WebLinkAbout040-1320-00-011 V%'iscors n Depa'1-'ent of Co,,,vrce PRIVATE SEWAGE SYSTEM Ccunty- Sate'y and B:ilcing D v sou- St. Croix' INSPECTION REPORT Sawa-, -Pr- 1 14, GENERAL INFORMATION (ATIACH TO PERMI1) Slate P an D NC 606932 ' Pe Tonal irlortnal mt yon proriee may be wa `C' SUCu"Jani pu'posas'PavaCy La v. s.1CDA 0 )imll 3167141 Perm 1 HolJ.ar•s Name. City Ville-4i, Texrah. Parcel rax No. Scott Melandby TOWN OF TROY 040-1320-00-011 CST BFd Fle,. Icso. BM faev r Desc,,p:' m Sectiow`rc%s,Range'WD Nu 9 30 . S 3 ~a~ T ' 24.28.20.2158 TANK INFORMATION ELEVATION DATA TYPE PAANUFACTURFR , CAPACITY STATION 8S HI FS ELEV r Septic Berchma'k Z• iz5o /I.z ~Z 3 9~•8 Dos n^ o (o o P. z 756 A Ht, 7 7_11Y. 3" r Bldg. Sever Holding SVHI Inlet TANK SETB CI INFORMATION S7HtDille: TANKTO '-A LL BLOC verl; Airl-.take ROAD Dt Inlet \ Se-lic Dt Elston' Dos 11; / r Heatlori lfar Aeration Dist. Pipe I l:;tding Sot. System g y37•Y / PUMPISIPHON INFORMATION Final Grade 10.1 3 c1r PAanu`aclu'er Demand St ve• L ~'°1J Gl Co~~ 3.-7 537 3 Model Number r y/~ 2 s~ J o r 3.8 `l-Ti z i 935. I DH Li? FI c;lon LOSS System Heap TDH ft 71 /Z 7 Forcema~n Lecgtn r Dia. r Dir •,c ,v;u ~ - SOIL ABSORPTION SYSTEM BEDrTRENCH '^d9ri I cr ny, i ry~ 7,i...,C PIT DIMEN$IONS Vo CI Pan. I- "'Ju Dia Lic aic Dep'h DIMENSIONS (1 0 J {J Si SYSTEM TO l BLDG WELL LAKL+SIRFAM LEACHING Ma„Aaclurc,: INFORMATION T: p+~p'~$;sh•^ CHAMBER OR / , 16 J x 1r'~ ~l q 1 z UNIT NIC7e NimCer DISTRIBUTION SYSTEM REeCe^'Aar lolc . Drs:noutir.~ e r x rlotu S n_ He £:Paprg .,r o Air I 4 1 P aes; 7 J ? ' ✓ _enctn D a Z I eng4. 7G- Dia 7 $paC np SOIL COVER x Pressure Systems Only xx Mound Or At-Grade Systems Only Lour O 'C' _.h;h UI 13,-J T-, h Cm', t xx SeeromSOOd¢d xx taCched r --~-Yzs I NC N.: COMMENTS: orclude code c- sclepencles, persons p•esen: etc) Inspection bt 5 Icscec7~On x2: Location: 299 CROIX RIDAC OR 1 ; Alt BM Descripncr = GOJf.~ 0 2; Bldg sewer length = 36 I PI0 /U~T/ amoant of cover = 7 I S n ,n. Plan rev Sion RecuueV Yes Nc Use other side ter add,tional in`ormal on. 1 I I _ I~~ D ;ED.r.7•C qa;=ri Date IrseFct: sig,ral.?c , Ji.r Nr, 3 V S r~_ r~ , Ills ~i, p q p 3a3et} and 31a1n„s Drv s >r. -y j s i I, U L~~U 201 V•i t^aa un3 pp'Ave h fJ 8oc? r ~ x. t. ✓ ~i Vun,_ r.littc m b! I 1 P ~1~MM 64aatson.Sa 16~ a~ ~ - `_aa 1. enc.:llnn Kunhc ~ ~ anrtart PLrmrt 'lppli;.ation i« a~or:i~ uitl ll ♦ ?Aa f 1 L'e. -dL l ubr,Lds 1' a. t th ""ol t aee t mn «.L .'at 1S ROU:Td FILE N.Dt:.199y 4 $a111S'r ^Cr3a N,1ty `I'1 !1 y r :.1rS1 l$ "IV '"Cl P, l% \ v[' J lh 1' tLd LJ I V^10.8 •kddrCts AY d5cralt (ball rnaLCep andrL ) x aF:mm~t t S ferv m Pl,i e :y s1l1 ?:v::..A in.. rt^s:an `:'m FloV:ix wa be a< for < xdan tp vs i~ avarca~z wV!I I 'nva4v iau 1 tm.(I1 /,~(y I \ Ipp i<ub u Infer m3tu n Tile• l m~f n + l~ / ! ~-i Ytur_I n/ f =fat}'L vr-r N;1111 1 Oho-i3av-oo-o)l _-{III - - -~roPem, U ulx'. ladln;/:`idd:cs !'lolkm i.: ,an.,c aq. 8.a2d :n, Stu _ 1 _ iG .~?e Phone Kuiar _ ~^cnon~ <J T 12- IL pe of Km ding. (check all [bar apples) ~11 .n 7. F.,al, rh cllire Numbcrof 3ai:ocaa i / Srb^ivi:ioc \zre / F9rMicK'ommcrc:al- Jcsrlbc Pse Cil" of Swtc tTav.-'. Uescrle 1 isc _ ^'1 ~vm t.-~f rj'✓t - I FS` k175' M~~v NEIL - 6X M. Type of Permit: (('heck only one box on 1 •te line R if applicable) 2~y-y ~rhih nli ie.4 'n t.i xr-.hrASstnn fcx;rl-.iei ' Lu Svsv Ikµl-axmrnt s;ataa I •~I IL._7aok kcpl.ker vl Lm 1 rr r as P -ma Ntmrher and Fiore ]ssaed R I l il k resat Pm.:u: Rms.oc . .n.her Pceu `.•wfu nNew ''etc a Fzi uacon j ~ R'. Ty,Dr oCPfIN 1'ti tie-shin:( umponemDcTlce: ICbeck all that apph 1 - - CO-40-1~ _ n Vm-Fesserur;: to Ca and i•lo: i>.d in-:«nuld _ :VaJr..:. : r,f~wlu> ' C-:Ism +ul.. sOSI oat: <?q m 0 an~Dk~sn;f - 1 ! loldi: r Tank ❑ 60, I spakd Cuar r «t !r,l 1': - r?Ycu^.mnml Lk-v:u' >.31a n1 i ~ ent 4res_ Information Ca _ Aaa - _ Iasi [9cu S>J: hcanoo e. py~§fl It. l Rc uir<d` >i nsai Pr ^c •.t ~L?reat, Ixsrp~ 'W➢ l 9~ cl kiauufaA= , L n'auou~- [ ~l~ a~ V-74-' %'L Tank lufu Cape .rym rTOal t 'I'47 l'is•ns v::Iloro tlm¢ _ _ -T.L aWm4 !uak I i a A 5 fem. x 17"n 0. -Cal.15 \'fl. Respousibilirv Statement- a uadcrsipncd. as,u r r : pomibdity for ime2llaunn of the l'ON'IS+hoeo on the anarhed tdaus /ITV P s T.moe R'l iDti Yiurn • _ .:rtluc - - hiF'rbli l ~ la.uai:a 51 -ir..ae Pl>.nne N ~ ~y r r : Iru:bc: a__ lt. 1Mt. t ZI, G~Je~ 4~f•~ITI. Cmlorv'De artmcut l u Onh\1 ~1 C/ _ tJ .~~Frouc4 s1^rrnlu:c l vaetJ er:Y.ea~a~l0e ; d'. SL'O /LX. Cac of A ruv al Reasons for Dinappros al SV -~T 'd :i'rll I? ih$ t I i'. Baal Il•ll Ii.,. "..[,1 1 tt 112' • ! a5 pm Plane~ettrenl [`'Ian p'on11c:; t~p 1-1L11 t .l 1 I t'-i ,l p I Sf'i•1.5!b~ 1r1 Poott,far no sfSRa•anA.vhmnmrbe lOUOIX ~aIy as Wh"c nn: leo r4aeJr i;3 mrln n~¢e ~[i)-~ CJa\ (cam . ST. CROLY COLNT'Y SEPTIC TANK M%1N'1'Li>I:~A'CE :'kGREF.MENT AND OIPNy_RS1111" Cfiil' 7F1Cr1Tk N I.ORM Otvncr!13uyer rt9 ~~1C°l., Ma;I;nf=nllttre5s ?~6 _-v~V_ ( t /~i1 L t~ - - Property Address _ n _ _ - - - (Verilicatitnt required fr(:m Plnnmmt Zunmg Depart nent for new comtcuclion) Clzyi State_ - I acct^I Idctr::ficatcon \iurrbt•r LEGAI, DESCRIPTION C Property Localiolj_ ~ ',r , sec 'I 1 y R~~ 1•V, Town oI Subdi\ision. Certified Survey Map ;V Vt h:nte 1'a e # Warranty Deed #1 (26 Volume Page 6p,chouse yes(:In LOrito, idetntfiabl ves no - - SYSTENT NLAINI'EN.ANCE AND OWNER CERTIFICATION lnr)xopet use and maintenance of your septic system could nndt wits pr.-tnauire faihuc io handle wasim. Proper naritr maucc consists of pumping out the sepiic tank et rn v three years. or sooner, a needed, by a licensed pump,. wbal you put into the system can allivt the hulction of the septi;: tank as it ncahnent slapc in the waste disposal SWIM Own-,-r maintenance responsibilities are specitwd in omtn. xi 52(1) and in Cha?tcr 12 St. Croix Counts, S.:mUuy Ordinance The property owner agrees to submit. to St. Curti County 1'latunng Zunrttt; Dcparnncni a c'er'dncation fbmt, signets by the owner and by a master plninber. iourneyman plmnher. resum'od plumbta or a licensed pumper vcrifyutg brat ( I )rite on-site wastowawr disposal system is in proper opera-mg, rondiUun andior (2) after inspacdon and pumping. (if necessary), the septic tank v. Ic,c than 113 frill ofslude.cc Lwo, the ttndersitoud bzwe icucl the above reyuut-lo nts and agree to maintain the pnvahe srw'age disposal system with tae standards set forth. herein. as set t>y Tire f>eparmrcnt of Conuncn.-.; and the Depaanent ul'Nauuul Resourecs, Stats of Wiwonsm- (-c uticaunn stauny- that v ;u sopt.e. system has bceo mairt:n tod imist he cumpiet:•.I and reutmm~ to the tit. Croix County Plaman, 7ontng Dcparunaut within 30 days of the three year extnraCon dat,. L''we eerofv that all statcrrlcmt on this form art, imc. in tht, Bost of a yront knowlt•cgr FlAv anr'arc thr, owucds', of the property described above, by virnte of a warranty deed tecorded m Register of f)mts Office . Nu r of hedr orr~ _ mu OU RE 'LieANT~s) DA'1'L' '**Any intbrrtnrtion that is nasicinesenled may tesuii in the sanitary pet mit brine o-coked by the Plannio.el & Zoning Department. lwAuae with this application a ret:olded warramy decd fiom lLe RvoL, ei el Drvd .`ryes and a copy of the cedilied sm 0ey map if teferent-e is made ut the wairatnv deed (RP: V. 08,.05) DIVIS'.ON CI' INUCSiRY SLRVICDS 2331 SAN I UIS PL STE 150 GREEN BAY WI 54304-5211 Contact Tnro..gh Re ay PS( http:ucsps.wi.govlprcgrams::ndustry-ser:iras wvmmisconsin. Gov a 't~'.' Scott Walker, Governor Laura Guti6rrez, Secretary October 15, 2018 'i Cl1ST 11) No. 226900 /1 77N: 110075 Aaspector , r SHAUN R BIRD ZONING OFFICE BIRD SELF STORAGE ST CROIX COUNTY SPIA 1432 120'I'l I S I' 1101 CARMICI IAEL RD NEW RICHMOND WI 54017-6409 HUDSON WI 54016-7,08 ss /J_ CONDITIONAL APPROVAL PLAN APPROVAL EXPIRES: 1111 M. 21120 Identification Numbers Transaction 1D No. 3167141 SH E: Site 11) No. 854534 Scott MelatdbY Please refer to both identification number,, 296 Croix Ridge Or above in ali comes ondenee with the agency. Town ol'Troy Sl Croix County SF•U4, SFLA. S13,'128\, R20W FOR: Description: Mound.St'stem (4 Bedrooms - New Construction) Object Type: POW I'S Connpoltent Manual RegOutcd Object ID No.: 1800426 Maintenuuce required; 600 GPD Flow rate; 12 in Soil mininwm death to limiting factor from original grade; System(s): Mound Component Manual - Ver. 2.0, SIM -10691-P (N.0I.V i, R. 10.12), Pressure Distribution Component (,tame[ - Ver. 2.0, SBD-10706-P (N.O1!C 1, 1L. l0r 12); Fluent Filter The submatal 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 conslnrcted and located in accordance with the enclosed approved p:ars and with any component manual(s) referenced above. 9'he owner, as deleted in chapter 101.01(10), Li%consin Statutes, is responsible tier compliance with all code requ:r entents. No person may engage in or work at plumbing in the sane un:ess lic: nscd to do so by the Department per s.145.06, slats. 't'he following conditions shall he met during construction or utsta:lulion and prior to occupancy or use: • Preserve dispersal area prior and durih:g construction to avoid disturbance, compaction and use ordte site. • With new construction; it is recolmncrded not to activate the pump in the dose !ank until die tanks are pumped pt'ior to hollleowner occupancy. • Wastewater generulet[ from contractors cleaning of equipment and tools and-or left over construction products shall not he discharged into the drains discharg!ng to the private onsitc wastewater treatment system (POWT-S). Waste generated shall be properly disposed of on-site cr off site. • Any tall grasses, leaves and shrubs shalt be cut short and removed prior to tiding !be surface for installation :o prevent matting under the dispersal area. All lone orgunic mulerial !u be removed from ni.ound area. • Divert surface water from PO:VTS Area. Prior to construction of the. dispersal area, check the moisture content of the soil to a depth of 8 inches. Srivar;ng kind compacting of wct soil will result in reducing the infiltration capacity of the soil. Proper soil tncisope rnrE:enl cap. be ;teicrcnined by telling a m_: sample bctwccn the hands. If it rolls into a I;/- irch w•irc. the Cite is too wet to prepare. If it crmnb.es, site preparation car: proceed. If the site is too wet h1)ry 1ie,do [lot prcceed until it tines. • All piping shall conform to SPS'fable 384.10-3 and SPS Table 384.30-5 SlVvVN R JEW ibep l l Ji I5,'tU I X • Insulate building sewer beyond 30 fee: per SPS 3,8130 (1')(c) • Well setbacks to meet chi. NR 311 & 312 • Tank Installation to follow all mtmufacnn•e's recoanmenda::oru. • SPS 383.54(1)(e) The management plan for a PO\VTS shall spccitically address the servicing mechanics of an ac-obic or anaerobic treatment tactic or a holding tank where either of the following conditions exist: 1. The bottom of the tank is located more than 15 feet below. _the elevatjo~, where the servieingpzd is located. 2. The bottom o`dnc tank is located more than _50 feet horizontally from where tLe ser_vicingpad is located. • Verify property line(s) prior to installation. • Pump Floats to be set and verified per approved plan. Ant• chanLcs may exult in point resizine to meet TIM and GPAI Specifications. • Areas that are occupied widt rock fragments, ace roods: slumps tad boulders :'educe the amount of soi: available fix proper treatment. if no ocher sire is av'ailoLle, Tess in the basal area of the mound must be cut or at .round level. A larger fill area is necess:nry whc¢ acy of die a~wve ahaditions are eucountcred, to provide sufficient in'ilL-ative area. Owner Responsibilities • ']'he current owner, and each sub,egae¢t owner, shal: receive a copy of this letter including instnutiom relating to proper use and maintenance of the system. Owners shall receive a copy of the appropriate opcr ation and maintenance manual and'or owner's naucal fir the POWTS described in this approval SPS 383.54pp. • la be event this sail absorption system or any of its cumponeat parts malfunctions so as to create a health hauud, Elie property owner must follow the contingency plan as described is the approved plans. A copy of We approved plans, s-xcificanons and this lct:cr sL'all be on-site during construction and open to inspection by aulhcrzed representatives of the Department, which may include local inspectors. All permits i vgvired by the state or the kcal mu ni: ipality shall be obtained prior to co namnccmco! of eonsl-rtction;'instnll a:io n~ open anon. In granting this approval the Division of Industry Services reserves the:ight to require changes or additions should coaditiors arise making them necessary for code corny liaace..As per state s:ats I Oi.12{?.), nothing in this review shall relieve one desigaor of the responsibility lox designing a safe building, structure, or connponcut. hiqul:ies concoming this eorrespondunce may be made to me at the telephone number listed below, or at the address on this letterhead :'hc above left addressee shalt provide a copy of this Icttcr and the POWTS management plan to the owner and any ,others who are responsible for the rtstalla:ion, operation or maimcntnce of tie POW TS. Scnccrcly, Fee Rcquir ed S 250.00 lrm ~~~rrr rf This Amount Will Be Invoiced. When You Receise'I hat Invoice, Please Include a Copy With Your I inn Vander Lcest Payment Submittal. Private Sewage Plan Reviewer, Division of h:dustry Services \i,'iSSfAR'C"iudet: G3?' (92C)492-2214 , Men- Fri, 6:00 u.m. -3:30 p.w.. lhm.va:tderlcestq' wi.gov cc Edwut e3, Tavler, Wastewater Specia:ist, (?15) 634-3484, Mon-t i, 3:U0 .4.M. • 430 P.M. Cover Page Shaun. Bird Bird Plumbing Inc. 1432 120th St. New Richmond Wi 54017 / 715-246-45161 Date: 9128/18 Owner:Scott Melandby Location: SE1/4 SE1/4 S13 T28N,R20W 296 Croix Ridge Dr. Troy Manuals Used: Mound Component Manual Version 2.0 (N.01/01, R. 10/12) Pressure Distribution Manual Version 2.0 (N.01/01 R. 10/12) Pagefl 1. Cover Page 2. Mound Plot Plan 3. Mound Cross Section 4. Pipe Cross Section/Pipe Layout 5. Purnp Chamber Cross Section 6. Pump Curve 7-8. Maintance and Contigency plan 9. Filter Specifications and cross section Attachments: Soil T t Shaun Bird Signature License nu e! 226900 FiEC, 1V1: Page 1 of 9 pCi _ 1'- liv',;US iiY S~RV! :ES System PLOTPLAN PItOJEc•I• Srott Molandbv ADDRESS 296 Cmx Ridoo Drive Hudson Wi 54016 SE 1/4 SE u4s 13 rr 28 NIM 20 w TuwN Troy COUNTY ST. CROIX SYSTEM LLLVATION 941.0 2' sard lift 9;281' 8 BEDROOM 4 11,1CL CONVENTIONAL AT'-GRADE' CONVI?MIONA[, LIFT IIOI.IIING TANK MOUND XXX SLPTK' TANK SIZE 1255 gallons LIFT TANK SIZE DONE TANK SIY.6: 765 HOLDING TANK SI%1' LOAD RAT•F: 1.0 ARSORPrION AREA 600 8 or ch.unhcrs none BENCHMARK V'.R.P. Top Of SU'Vey vOn ASSUME ELEWATION 744.7' filler Lifetime Piltct' ❑ 1101WI IA." (D WELL «H.It.I', same as benchmark P!easo rote: benchmark %vas eslab'ished at the survoy iron shown on map, also boring elovatlor.s do not match conlours from surveyor. I weal out and verified the contours Of Iho Scale = 1 /4" = 10' survoyorto be accurate. 938' 940' - 93c' - -110 p Area 15' bolo,m system is to remain 3 undisturbod Pro 4 Bedroom Haase Croix Ridge Drive 1.3-11 C. 13`v~ Slope l t t A Grading ;s to be dono to divert r. run-off av,,ay from systorn 278 Huffcutl Combo Tank B-118 B1.1.' Yropcrlp Lit:cs Mound System Cross Section and Plan View - Dimension Feet A J l '.l t t) 7 t r 3, A I I ,i I 1 I I K Z- 1. c - - lc -13-- z )Q - l i psoll " ^ AS'fM C-3; _ Clean tt;ttccate - 4 in. sch 40 pvc. 1 Cap Matett d sand fill = iz l0 2 n d a. U observation: pip; t - Geotcxtile H Fabric ► - -t F 0' _Nk 77-1 } t. 111 lUlli' ' SL u~,~• .'S, Y~ uy~ 1•}~ Slope Direction GENFIRAL INSTALLATION: The inourd 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 Wi h a mo dboard e ehiscl blow. Plowing may not proceed if the soil is wet cuough at the plow depth to form a inch soil wire when a sample is rolled between the palms of the kands. AS'f:M C-33 quality saund is placed inuncdiately af:cr plowing. Sand is placed with a tracked machine keeping 12 or more irchcs of send under the tracks or is placed overhead by a backhoe. Special care must be used when placing sand of less than one foot thi.hncss to mutimize compaction of the plowed surface. After the lopsoii cap is placed, the entire awand is seeded and hunched to promote vegetative growth, limit erosion and protect from freezing. The observation pipes are slotted in the lower li inches and secured in place with rebar or a closet flange. I U~o? lg, j Po-:ge _3 of Pressure Lateral Layout Two Laterals - End Manifold 'threaded Cleanoul Lateral Turn-up - - 0 Plug Manifold - -L- Lung 4F Fnrce Muhl j Sweep 90 n T3crld _ Dntitbution Nelw rl. S ~criticatious Pressure System Construed ~ Iateaal Diameter Cvluutold Dianauer _ Al. Laterals ..re constructed of Schedule 10 PVC Orifice Diameter v`Llu. pipe. Orifices are drilled perpendicular to X (Orifice Spacint the pipe witn a sharp drill bit and face down. L (Lateral LLi3ilh) 7,2- } t^ Lateral ttun-ups terminate with a threaded tv1(Dfand'old Len th j 1 t. clcanout plug and are enclosed in a 6-8 inch Force Damn Dia racier 2 In. thanu.ter lawn spdnlcler valve box accessible ~l porce bi wi Ion tlr a lionr lwisiacd tirade. tirade ci • 1 6-8 Inch Lawn ~ a Sprinkler Valve ► liox Pakc' °i - C; - OY05 Igj w Septic-Dose Tank Cross Section And Pump Performance Specifications Pump Manufacturers [--Ea Danufacturer ---1, pum Modcl?vumbc:r 7l_ Tatrk viodel Number Alarm Manufacturer !/I' r [ l Total Tank Capacity ' I S - - _ Alarm Model Number T_- Bu! Depth Swi h tc Type h T -_-----I Feet . _ Total Dynamic Head HTDI~ Filter Manufacturer v riltor ti4odel umber - Elevation Head - -i Distal Pressure :E# _--11 \etvaork Loss - M Loss ' Ivlurimum Pump PerformaneC G uircd I Force Main _ fa, jTDhl t n Ft 9'otal---_L LL Uutler Manhole Min. 4" Above Grade With hh U Manhole Min. 4" Above Grade Loc~g Device, inlet Manhole securely Mdunted With Locking Device \ 6' Below Grbde Sealed WatertiRht Weather-proof 1 a lunation Box piriished Grade t Vent Min. 12" Disconnect Above Grade Means With Vent Cap j s ' outlet Filter ---may - Inlet Inlet Ba81e A f Switch Settings and Reserve Weep _Ttuilc Volume = 7 GPI B a hole Volume Gal Dimension; Inch c (reserve) A jt pggleva u C F-(alarm) B 2Ft Bottom l (dose) C - Dt+ Elevation (deed) Toal PION: The sepdc!dosg tank is bedded and back filled in accordance with the GENERA], I1~S I A' as specified by the manufacturer may not royal ificatiotts. Ivlaximum depth of bury device (padlock) manufacturer's product app tive looking fittings, and be exceeded without PTior approval. Manhole covers exposed to onne t leave an uffnk with h watertight the installed. piping at the inlet and outlet is ofpp The fni main is sleeved with a" Sch• 40 PVC to bridge the tank laid on stable soil to prevent settling or sagg g• excavation and the sleeve is sealed watertight Floc pica- t ~i f °mplies with NEC 300 and Comm 16,2 t. 02105 LJ -ryh-- 280-SERIES 112 hp Submersible Effluent/Sump Pumps The Liberty 280-Series provides a cost effective "mid- Performance Curve: 280-Series range" pump for on-sito waste water systems, liquid 40 r - - 12 waste transfer and commercial heavy-duty sump pump applications that require higher head or more flow. 35 _I 1t Designed around Liberty's unique "Uni-Body" casting, 30 ; 9 the 280-Series will provide years of reliable performance' a1 25 - All Models Feature: u- 20 i - _ 6 • Vortex style Impeller permitting passago of solids d 15e - - 5 up to Y" Z 10 3 • 416 stainless stool rotor shaft • Permanontly lubricated upper and lower ball bearing 5 - 2 • Epoxy powder coat finish 0' D • All fasteners -corrosion-resistant stainless steel 0 5 10 15 20 26 30 35 40 45 50 55 60 65 70 • V z" Discharge U.S. Gallons Per Minute ~---r--r. -_..-+....-_.-1 •Stainlesssteelbottomscreen - easilyremovable 0 38 78 114 156 192 228 270 • Maximum fluid temperature: 140'F. Liters Per Minute 280-series cord Lengths Dimensional Data: Model 10' 251(-2) 35'(-3) 501-5) Weight: 29 lbs. 280 _ Standard Optional Optional Optiomil Height: 13" 281 Standard Optional_ Optional Optional Major Width: 10" (model 287) 283 Standard _OptionN-- Optional WA Minimum Sump Diameters: 287 standard Optional - N/A N/A - Model 281, 283...14" 10' cord longlb standard on all models. For optional lengths' Model 287 VMR..10" add-2, -3 or-5" 5uflix lu model number. Example: for model 280 with 35' eeni, order 280-3 Factory switch Model 281,2m Model 287 settin s VMF Motor Specifications Turn on level 13" 9.5" Y: hp 60 Hz 3450 RPM Turn off level 7" 4.0" Oil filled, thermally protected (PSG) Permanent Split Capacitor Tha Model 2a3 features a fully adi"table wide-angle float Differen8a 8.0 amps (115V) adjustments can be made easily by tethering the float to the dis• el)0ge pipe or other mountic9 point. Vertical float model 287 Is not 4.0 amps (208/230V) ad;ustah!n. i Model 280 Model 281 d~f /s Model 283 Mode1287 I.. Manual, Wide angle Wide angle VMF-Series no switch floatsw,tch " flnatswitch Vertical mag- with quick- with series netic float for disconnect (piggy-back) smallerpits- I 'fem.... plug will operate in a 10" diameter sump ssPtga SP c us Certified r L C Liberty Pumps • 7000 Apple Tree Avenue • Bergen, Now York 14416 • Phone 800-543-2550 Fax (585) 494.1839 www.libertypumps.com copplghl3UWnyPu,.~.i~'a.2ei7 NI nuhts reserved. LLIT akQ F%,1! r I ago POWTS OWNER'S MANUAL & MANAGEM[NT PLAN -_of 'FILE INFORMATION SYSTEM SPECIFICATIONS Ovrther ` . _ Septic Tank Capacity ❑ NA _L - - Septic Tank Manufadurer NA Permit#. _ ----Effluent Filter Manufadurer ❑ NA DESIGN PARAMETERS Number of (3odroomS ` ❑ NA Effluent Fitter Model ❑ NA Pump Tank Capacity (,at ❑NA Number of Commercial Units .NA _ Estimated flow (average) ~/o gal/day pump Tank Manufadurer ❑ NA De .~ln ❑fJA i ) I Pump Manufacturer Design flow (peak), (Estimated x 1.5)- 9 tJ L alda Z. Pump Model ~N f_l NA Soil Application Rate CJgaUda fh MonUily average' Pretreatinenl Unit InfluentirEffluent Quality ❑ SandrGrJvet Fitter ❑ Peat Filter Fats, Oil & Grease (FOG) s30 mgll. ❑ Mechanical Aeration 0 Welland Biochemical Oxygen Demand (00D6) ,?20 mgR ❑ Disinfection ❑ Other. 1'ot2t Suspended Solids (I SS) _5150 m IL Manufadurer Pretreated Effluent Quality ❑ NA Monthly average" Dispersal Cell(s) en Demand (BOD;) 530 mg1L ❑ In-ground (gravity) ❑ n ground (pressurized) Blodtemical Oxyg ❑ At-grade Mound Total Suspended Solids (TSS) S30 mg/L U Other. Fecal Colifoml (geometric mean) l10' cfu/100mi ❑ Drip-line I - y inchdiametur Valdes typtrhl far da*.estic(nonaawnercrap wasle"ter and Maximum Effluent Particle Size l a sepucia"Kelrluont, Vatcos hyplcal to( pretreated wastewater. MAINTENANCE SCHEDULE Service Event Service Frequency inspect cond!tien of tank(s) At least once every U months kXycar(s) 7(Maxl'rvwE Pumpovt contents of lark(s) When combined sludge and scum equal, onrruild (Y,At toast once every j U months ,k4 -L aqs> Inspect dispersal cell(s) - - - Al least once every O months _ year(s) Clean effluent filter ths ear(s) CJ NA At least once every U mon Inspect Pump, pump controls & alarm Flush laterals and pressure lest At least once every d;;011 ths a (s) ❑ NA Other: At least once every ❑ months ❑ year(s) ❑ NA . Lt At least once every ❑ months ❑ year(s) C1 NA MAINTENANCE INSTRUCTIONS Inspections of tanks and dispersal cells shall be made by an Individual carrying one of the fol!owing licenses or certifications: Master Plumber, Master Plumber Restricted Sewer, POVVTS Inspector. POWTS Maintainer, Septage ServVng Operator. Tank inspections must include a visual Inspection of the tank(s) to identify any missing or broken hardware, Identify any cracks or teaks, measure the volume of combined sludge and scum and to check for any back up or pending of effluent on the ground surface. The dispersal cell(s) shall be visually inspected to eck the effluent eft ant onevel% in the observation pipes and to check for any pending of effluent on tale ground surface. The pending ground surface may indicatu a falling condition and requires the Immediate nolificaton of the local regulatory authority. When the combined accumulation of sludge and scum in any tank equals one third (Ya) or more o: the tank volume, the entire contents of the tank shall be removed by a Septage Servicing operator and disposed of in aucordanco with ch. NR 113, Wis=msio Administrative Code The servicing of efP,uent filters, mechQ moral or pressurized I'OiAf TS components, pretreatFmeni components, and any other maintenance or monitoring at Servals of 12 months or less shall be performed by a ceitifio l POVVTS Maintainer. A soMW report shall be prowled to the local regulatory authority within 10 days of completion of any servico event. START UP AND OPERATION For new construction, prior to use of the POW 15 check treatment tank(s) for the presence of pownting products or other chemicals that may itnpede the treatment process andfor damage the disper Cal ~ ll(). if high concentrations arc detected have the contents of the tank(s) removed by a soptage servicing op% prior 0~ 4 page cf START UP AND OPERATION products or Other chemicals IN'll For new construct on, Prior to use of rho PO~VTS check treahnent tank(s) (for the presence palming may Impede the Veatmenl process atiftr damage the dispersal cell(s). If high concentrat- l:ons are detected have the contorts of the tank(s) removed by a .^.eptsgo servicing operator Prier to use. System sled up shalt net occur when 6011 conditions ale itozen al the infiltmhve surface. wastewater ,-1 power outages pun•.p tanks may 'ill above n01mai highwater tevo's. 1.tihen silt ipayern is the restored backup ur the exc surface ess dtschar9o cha O Of will he i cved08dl•)g bte yell(s) and may re ooiOr to 110 discharged to the dispersal cell(s) In one .arge dose, to avo:o this situation have the contents of the pump tank removed by a Seplage Servicing Operator ptrol to met tune p effluent punip or contact a'lumber or POV'd"S I4181rlalner to assist In manuaay uperauig the pump controls to msrore normal levels within the pump tank the area within Do rsPact, not drive or park vehicles over tanks and dispersal ceAs. Do not drive or park over, or Otherwise disturb or co 'i 5 feet down slope of any mound or at-grade soli absorption area. n Reduction or ellrnlnation of the following from the wasta•waler stream may Improve the eerformance and Prolong the life of the Po'tfll:3: anhbiohcs; baoy w•lpes; cigarette butts; condoms; cotton svrecs; grease; he'bidogreasefs;rdenldes: tal meat Ense; diapers; ers; madirattons; disInfectaras. oil; to'- painting foundation df produra9ae; (sump pump) water: fruit and vegrlablr•. peelings; gaso10e,- pestlcldes; sanitary, napkins; tampons; and water softener brine ABANDONMENT Vahan the PO'rVTS tads andror is permanently taken out of service the following steps shall be taken to Insure Inat the system is propni y and safety abandoned in compllal.we w' di chapter Comm 53.83, Wisconsin Administrative Code: • Aly pideg to tanks and pits shall be disconnected and ;he abandoned pipe opanings sealed. • The contents of a7 tartke and pits shall be removed and properly disposed of by a Septaga Servicing Operaler. III pumping, of tanks and pats shall be excavated and removed or their covers removed and the void space flied with soil, gravel o•' another 'raid solid malenai. CONTINGENCY PLAN 11 the P01,I falls and cannot be repaired uio 'nl'.owing meas'.nas have been, cr must be taken, to provide a code compLoln replacement system eirent absor 3 The repmceniont area replacement sharea nos een ould be p ote protected from cisurbarce and compaction Vand ationshouldof infringed upon tion by requited 1 setbacks from existing and proposed structure, lot lines and wells. Failure to protect the replacement area •MIl result In the need for a new soil and site evaluation to estebllsh 0 suitable replacement area. Replacement systems must comply with the ruler. in effect at that time. ❑ A suitable replacement aroa is net available due to setback andlor soil lieviet1cris. Barring advances in POWTS technology a holding tank may be tnslalled as a last resort to replace the failed POWTS. 14he site has not caen evaluated to Identify a suitable replac:mert area. Upon laiiure of the PO`.NTS a soli and site evaluation must be performed to locate n suitable replacement area. If no replacemanl area Is oval able a holding tank may be installed. as a last resort to rop'ace the failed POWI S. snrlacea Reconsadetions ofsuchilsy'stemtsrmusttcnmpty with the ruees In affe. t at that Nno.nwvni of fh.c biome) at the infiltrative <<WARNII SEPTIC. PUMP AND OTHERTREATMENT TANKS AY LETHAL GASSES INSUFFICIENT OGEN. DO NT ENTER A SEPTIC, PUMP OR OTHER TREAT ENT TANK UONDER ANY CIRCUMSTANCES.f DEATH MAY RESULT RESCUE O OA PERSON FROM THE INTERIOR OF A TANK MAY BE DIFFICULT OR IMPOSSIBLE. ADDITIONAL COMMENTS_ -W----- mp- STALLER POINTS MAINTAINER Name Phone /.J!- /S SEPTAGE SERVICING OPERATOR IPUM Hit LOCAL REGULATORY AUTHORITY tvame ~LLC~ Name Phone Phone 171b. fits document was draftee in cmr~allenca wnh cneplar SAS 3e3.22(2)(,'(i`,ld)3(f) and 383.54(1), (2) 8 (31 Wisp:~asln AdmiristraTr.a Code. c J ~`/1 C, 1 '1 C. / 1 ( i r1 r . I / rl I~,IhI d , [j llo `ti~ y I ,•5 r tax Q L Cs' , J'~I:'~;Qty W v r I CD i. N IC4 l' 3 %-.iseon-In Dopanirn nt of convnerce SOIL EVALUATION [REPORT C:ritin,: Page I ol_ of Saaty andGultdings in aceofdance kh Comm 85, N14s. h9m. Code county ST. CROIX Anxrh wmpbto ate elan w paper not leas uten a V2 x t f lrrdnee cn aza. Nan rnual IndJdo, but W. limned l¢vanttal and%ftcnla'mferer:::e pc,nl(13m), d rudl'm end Pcul to. (Pending) perceAt ake0, 4C6160r 4,ma.mon s. rIONt anew, and localon and distanm to newest road. Please print all information. i Rc•.u,.cd by Ga:e 11BRe811 tilgITW'ES3'f lie PloVisa Kill 61 dub faF 4sE061f g11110ai t61imq tin; l-14,U1(711n8b PIC9e+ly LM-lar I Pro;,aq-' oeabon 2051Ait HEIGfiTS, LLC (Uuycr: Bwcc Lct n )tcmcs) God tot SE 1A SL 1;4 S 13 T 28 N R 20 ar:❑W P:cpe:ty( nv,'c Na:ina Address Lo:tl 01oK SWJ-Nsnu c( GI-W 6810 Druukhill Drive I I (E'euding) -City-. tae To cam Piton Nu bar Ty Wtage Ulovm ..-...._Nnoinel Roxe - 1 Suit Lue Lily, 1 UI- LS4121,_. _1 South Cove Rase. NexConsn.dion Use0Res:Ceneal/N~m:;erof Uvdrooms_w CN. dunived Coign Ql rate GOJ GPU ~Ruplawmer, E) Puntll; w M11r110rdet-Wocaf46:-___ I Pe•.wt rlal6dal --till Floodr.a"r,elevaWlifapp',; btu Cr- al mlrments ,rW recovrtwrc:nlfona, Mound System 2.W R. sand 511 0.6 loading rate (If pr_ trcauncrt system 1.00 ft. mound sand) A Bali )4 E) Pit ~fg4(14 §L+lh_4ES~Y:-121L (i: !?t~!h 101i311ii04 Wt;r -.16,111, Houon DopL, Wn.Aant Coto, R<dex Dr:wlptiar Texbe S4wdum Co.,mocm Boundary Roots G?:+ar In. Munseil Go Sz Cont. Color Cr. St. Sti. •Elftlt ! 'EfM2 I PS 7.SYIt2, 5/; - sl 3fabk mvfr cs 3%i-co I 0.6 I !.0 2 5.10 7.5YR2.vt I 3f4bk mfr es 2vf-co I 0.6 0.8 3 I0-16 7.SYft313- sl I 21*sbk n:fr cb 2vf-cu 0.6 1.0 --I--------.- 4 16- - Isbr - - BJrl . Skring tl :7 pp Gro~nJ xmfuuie elev., r~'.$'L S[t e. Wpnf to trniany loser - - - - I Sol! - Ila.lien RJIO Hot'Son Wpm . Wnrenanl Color Redox Wsw.p%,en 'ext-re S4uqu~n Cords1ww; Owrdar/ Routs GK :11f? in, _ Ncnwll Ou. Sit. Cord. Cola Gc Sz. Sh •L I ir0 7,SYii ,511 nil ~rdbk tavff ii w-ea 0.0 Lu 2 6.11 7.SYR2.5/3 - ( I 2fsbk mft C4 2vf-co 0.6 0.8 3 11.17 7.SyR3/3 - sI - 2fsbk mfr^ cb 2vf-co 0.6 1.0 4 17- Isbr •Gllur-•etlt•_YJ7,>]IlS T2U miJL nl;d T;S >70<t50 nry4 •U'ri xo,2-BOOOO<30 mgL and TSS<30 mg.1. FAO'J*~wss s^:a (illeaw Prot" Fiyi:nP.ue , / - -CST NU,72 Mir' in HoHixter 22c Fg? - Ga:o Eva:uac011 Condaded - Tukpw,A: NwrAe W9875 690th Avesuc, River Falls, W1 54022 10-21 & 11 - 17 .05 (715) 426. 1775 1 BOMAR IITS, LLC (Lot 1)) Parw'iD (Pending) Nits at Plcpeny Oxrrtr•-r7T Un6yL L:) Bonna 14 L~J ❑ pit Gr"ndvurfecoolev. 4i'?•~6 IL Depth ID llrc,til)g lavror in. Soil ApqkcatiDn Rate tlodeon Deal. Coml.lanl Co1> Redox Desn6pb_vt Texture SimQure Corsislenm Boundary Rows OP C:14 in. }A,,cson Gu. St Cont Cuiar G". 'Ws. SR •EN07 '111142 1 0.5 7..SYR2.5I sl 31ebk mvfr cs 3v;-co 0.6 LO < 5-9 7.SYR2.51;3 1 si 3fsbk m a 2%f-co 0.6 1.0 9 9=1i 9.S51i~!i cl itbk mG lb 3 f-;3 C'..E. I.B i4- - lsbr - 17 I Boanp 0 IJ Dodrq 12 I11~--111 (~Inl~r•-1 = /yl ntt~'! 7-2'01 N r..Ih In:inri6M In 1, in Roots OFtale Hahon 07 ReJ Dusotptl_ ~ o Te sl er 3wbk re Con 1„o e mvfr I Boundary 'First ` •F_ftN2 _ in. Mu.ule Cu. .;r L, CON. COIr Gr. ,,z. Sh. 6 i CS vvf-w U.6 LO _2 _ 6'12 '.IYlt23.!t_-_ sl 3fift _ mvfe Of 2v_Gw 0.6 lA 3 12- Isbr - h P:I GrourJsoYaaeelev. R. lhpOS lO lilndrcl factor In. _ Soil ADD.1:.eJon RUIe __Cp(\_'I(_ NJneOn DopUl Iblf. Pa:'.1 CNO, ROdox rksarptgn Tedum st mv CooYiaton0a aeundafJ Roots ~ in. hl;nset ) Cu. Sz. Cont. CdY or. Sit. 'FRO'. I 'FRA2 •Ec,,cm0 nCU. ,'C- -20 Irq:L a,J TSS >;J< KO m;,L ' rMOnni 02a UOD,< 30 IwlA andTSS<30nvj-- The De,.wmicsl of Commerw is un cquul opporhUn :y service provider taw elnfAvycr. Il'you llcc(i Iasi)I.utcc to uucess services or nc_d material in en ullemate format, pieuse wnllad the deparuncn: ul 608 266-1151 or TPY 408-264-8777. SUDlIYIIM,i.a1:F~ Plot Plan for Sunset Ridge Page 3 of 3 Town of Troy, St. Croix County, Wisconsin Lot ii 140ft. Legal Description __e '1`1 G1= one s~'%~1, src, I 2 ft. contours I L a zo~l = Backhoe pit ' 7W, -7 ' i f S~!/IAI E' e-~ t0 DATE: 1 1-28-?5 I yl I ! 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