Loading...
HomeMy WebLinkAbout036-1099-40-000 :'vl::.on::rr a oartmento Comrcr-. PRIVATE SEWAGE SYSTEM Gunn St. Croix I Samry o-c q...I& p Uwrsron +arelary Pennt `.c I, INSPECTION REPORT 607054 GENERAL INFORMATION (ATTACH I O ?=RMITt SuItt w, Io No °crsonal m•,:-^rauc• You pmvee'na::c '.o-.P.oondaN Purooses (Fnzaq Law.:.p. of I t;','nQ I'll tll:n:vr c GN nue Io .5hr Puke] .1 'It Jeremiah Brodie TOWN OF STANTON 036-1099-40-000 ]$T Bid flee m,P 641 Bbl UescnPtrcr nn oecbon:7o.'. ian-'0lao Nc 00 C'Do Ian.. 6r_ 54D'i 31.31 .17 601 TANK INFORMATION ELEVATION DATA TYPE MANULACTJRER CAPACITY 5'. Afl')N BS HI FS LLEv :;eon:. I r✓ 'S.~ _ 11160 Ben::NCwn. 9 /(D K .1~ y ' Dos .j C w.,lvo GDO Ali -314 3 ' 3 9 Z. 7 0 A10awNl Bldg Setwr $ $7- :loldulg SL'HI Inlet g•3 <9 7- sr-+t oone• ~ ~ TANKS TA I INFORMATION TANK -O UJ.LL R3(o Cem • Ir Intaxs RF AD DI haet Septic IL3 4 5 Hcaopvly, n P~- G. I , 9 neralwr, Dist PIE' of r hiding Bol Sy'sern g• t '57r _ 417 !gL final Grade PUMP/SIPHON INFORMATION c? }.QvrIU1GC:Jref ti5J I1811d _'t l_nV r l,~b~r r,ys~ '11„~ ~ 9.3 qZ,7 Mod(! Number ` - - ZsO I UII '_ill Fh::Ilo:Q o.% sy5len, He3cl~ -ui;~ ~I: l 7 N r t Forcvv,a,r) Ien(ltt`. I ala L ;1ia lu lbidl 30 2-3 y Ell SOIL ABSORPTION SYSTEM BEDRRENCH .^.irlh f tc'Ptr Na.C-ronc PIT UIMENSIONS Nc 1)T I` In:,oe C._ Lr lu,c:)eoln DIMENSIONS 3 I1w• L I'.~'' SETBACK SYSTFM II) _ PtL RLD:; 1 I LWE:STRFAM LEACHING 'Aan_r✓a.-u l! INrORMA1 ION h' Ot S1 y,'stem e r CHAMBEk OR N GO r~K O N G• J II 5-7 ~ Od UNIT •Aodc Nu-r:, DISTRIBUTION SYSTEM ( 4- 160 %3Z r~ Hcadr~Marrd~ i 1 =15taDllbJp '-me aae x H:,ie "P.C,nc 'rent u a tp ot-11 I~nal•~c,~. .,nod`- c~ SOIL COVER x Pressure Syslerns Only xx Mound Or Al-Grade Systems Only Gcr h t <r fePP '•ve' ;lot, u' x redea: F::-1,d zx IJ mrnnd &sf r 1. aen'e- q P+eu'I lenen Edges I V+mI Nc, N., COMMENTS: r;mcluoe rode omcrepenelcs, persons present etc rh rcBO/n~xlt Inspe:alol pZ Location. 1821L 43RD ST 1 A,I wl Description = I (A O~ / r~ y 3my sowe' length Alt~-.Iqi o' cover Q C -'Ian r>msron kequded? Yes IX Na ~a Iq p '34' USe an=.' sifts In' adoltluna rVorrealior, Gate ..cn No sn', s-o , t•: J::a S#yu -moo i~ 4 - 6 S Sai_ry and Guildings Jvislor. i i i 231 .1. vdashingjJr'. Ave. F v'x : ` ~ ~ .a:uta Yrmi:?lanrom 1 he F.Iia in b: lor:~drti Xl1'. 53'1 7 .Stale iim): . NLIDxi Sanitary Permit Application u. .+wm tr,: burrs ]r of l'i ;crrth•'1'-:ac -u.-r n'I xr~/'~• w I t mnmk a .antarv pcmac N t 4,;ph ac x t na: f. care wl r 1 F v. i S ar<subni't d t u I_et .iJ'=re' i)~T~rnt 7hm maul?.,; a6 ~1 t c L ctrl t t Saf^r} aad 'r t cyst '+i St lm axon.] nf- ruui ~n r..u ~ tovnk mar Ix utcd for srcuncay I ! ~ r J.~ ..r)n-~ m a., S:Ia.:e t•itL h P_ at v U l~ l'6u 1 e,yt - _ _ _ _ (~J I AI plicatwn Information Plevte Print All Infortuarion n- f t 1 cm Uwncr : Vtailme . u)dress I rp 1 ~ ZZ l y 3 ~ { _ I,t 1~, Stair rl 1 7;p t:ndc. Yton NumA, tic:uon I 7 ? n Itdc. r s 7 _ pa /1~6 Tai k1-E ;(1 QL II Type d Budd)ne irheck all [hat uppl) I -T-°" / / - ~'!T lntlnlr1510L ~dmG % / . =zrtik tme bn; Dumncr at Hcarnn, - ~ 421-9 _ fhblicl iv.ruanixl - Occ..rbc ! ac ~ I 1 Ctp:i _ _ _ M Nundlr. ❑ V;paYe :uG Ow~cd U~~nv:•.: M. Type of Femur: {Chnk oply one box on fine 1 (.nmldrlc Lur R it applicahlrl Zp bq ~pNIr~~"~ nr~.n I IS . .,.k F pI cut Huh L :Rn Ma11t Lloc o Lttmnt S..tn Icxplu), :,s ?.o"ot" P., V. Nwnlxr N.d :hrtc L,." d - B Jl . - L D.ru, k..... al . 1' v,.u: H r uu.c I i C 1an~r of ) u.hcr ❑ Pcrt ..u...c r r~ . ' Pr: a i'.xp lam>n I ~w + R $ r~~~ _ ✓2 v e of PONf S Srorem (bmponene Uavice: Il.hnk all that ay11r1 - Q cmr..... .u :nn,ut - i•. rlir_d I1 inw... `,1_i '~folm - 14 u:...fsuiablc sot i J Mouml ` _v r. Animbi- r.+d `~"4"~+~-~s II' f:ID:)_. 1 ✓14 :!L.ct ht. sn: ca p ] n 'Gx la i Rcn nrra t f> lc, x Ia+r.7T_T__ I)n5erta6 Tree err (rea fufor_mslruu (Jj_ _ _ - fr U•'>i +FI> :^pd. ~U lg)SOiI,tJDh ttLK.l.c j•11t DlsM~cquti cd lsi' Du~~~'{a.fCd uliJl> /tcu.F VI.'tank Info ~apa4nvc wI of Mallu:aturer -T - _ - -11ns ~ tnl rns Units I u - - m ~ n tcpn u'.IoI.L-c IxJ. 1 1~ ----1 - ~.ILc~~i. f ~-w I v M. Resptu_ghib, Stnlrme I, rtu undcrsirncd. 16r r Iwuslbiht) for by ullarioa of the PORTS shown ou the it"clied plaui T sr.rserre ti~RdYi.S-..1 :rixr (lu_utrae l°]otr Ninther l YiLL rs!vldrca, itiucru -n::c :.>H r•' t ' _ VIFI. ouulr Uepa tmcur 1 icc OnI. _ cvtt r'rc 1).+te'ssu_ is-nl ta: Sipaloc 1c, I App... I 1 Wu+G a li l 560 IX. ondnl0ls}}~,on for Uuepp: ov.ll C 1 O {B•LJtM1/` q,"w~7e 1. Septa tsrk. er}k"r. )WO y V~"~I,} 50 CA rust all ~S"1!Y' /'A; A.-. ys par TW N ement plzn ro n*li bv plulnbe:. 06 Qa~- c) l- 5 2. AY 11lR)M'It itr trim," r rA:'.Anr'11. t it E OBI ~r. r nil lt„~ e x 11 u.»tt •r.q.d! G.r~ ~~~IX. f~4i'. 44 Ici rb }.1CN •~~~f >unl4n ru lhtr C4~Nr~ al1R~ Sr3llc 398 .K1;; ..1 (06765 q System PLOT PLAN PROJECT Jeremiah Brodie ADDRESS 1622 143rd St. New Richmond W. 54017 NW 1/4 NW 1/45 31 /T 31 N/R 17 W TOWN Stanton COUNTY ST. CROIX SYSTEM ELEVATION 91.5191.0 6' below grade 3/31 /19 3 DATE BEDROOM CUNVF.N'1'fON:11.-- CONVENTIONAL LIFT XX HOLDING TANK MOUND SEPTIC 'T'ANK SIZE 1000 gallons LIFT TANK SIZE630 DOSE TANK SIZE, HOLDING TANK SIZE LOAD RATE .7 ABSORPTION AREA 651 _ # of chambers 32 BENC'11.N1A RK V.R.P. Bottom of siding :15S1!AIE ELEVATION tue• Filter Lifetime Filter ❑BORb:1101.1•; O WI•;LL +11. R. P. Same as benchmark 143rd St. R.O.W. Vent Scale = 1/4" - 10' >6^ uick4 Standard of Cover aching Chamber h 20.0 ft2 of Area 4' LonftA2/pair of end caps 34at System Elevation Well 96.5, 97.5' S0' Old system is to be pumped and buried Please note: if system was ever to fail, install a holding lank to the end of the lift station tank. Then shut off the pump _ and alarm and let the drainfield rest. -3 Once the drainfield has rested long Fxisting 3 enough, for 2 to 3 years, turn alarm and Bedroom pump back On and continue to use the 0' House system as normal- There is no further- area to lesion this hit. B. 5. M. 20 15' 90, 20 B- 5 30' 65i , e 30' Huffeutt B-1 Combo Tank Vents B-4 35' 2-3' X 66' Cells with >3' spacing Property Line 7' from established lot line All piping shall be ASTM SDR 30/34, within 10' of tank, piping shall be ASTM F891 System PLOT PLAN PROJLC"l Jeremian Brodie .ADDRESS 1822 143rd St. Nev., Richmond Wi 54017 NVV I ,r4 NW Ii4S 31 !T 31 N; 'R 17 w ToItN Stanton covxrr S7. CROIX SYSTEM LEE%ATION 91.5191.0 6' below grade 3!31119 BEDROOM 3 DATE CONVENTIONAL C'ON\ ENTIONAL LIFT XX IIOLDING TANK MOUND SEPTIC TANK SIZE 1000 Gallons LIFT TANK sIZE630 DOSE TANK SIZE HOLDING TANK SIZE i )Al) RATL. ~7 ABSORPTION AREA 651 # of chambers 32 T Z_ III, BENCHMARK N. Bottom o` sidin nsst:nlr: Ia.EVATION uo• Filter Lifetime Filter ❑ BUIt1:Il0I,1: O w1!LI. » II. K.P. SamC a9 benchmarK Vent Scale = 1/4" = 10' 143rd St. R.O.W. 0" 'Quiek4 Standard of Cover LcachinR Chamber j with 20.0 ft'- of Area 5.6itl-"pair of end caps 4' Long 1 t Grade at System Elevation `C l ~ 96.5- Old system is to be Pumped and buried xistina BedrooD) 0' House I t ' Fl.M.- B 2 /z +N" t 6 > slop: 310 _ t llu;fcutt 0 Combo 7'ank B-1 0 V s JG ' N 66' Cells with >3' spacing Property Line q, ~ rr A11 Piping Shall be :%S'I M SDR "W, 1. within 10' o_ tank. pipmL ,!tall be ASTM 1 h91 Cover Page Shaun Bird Bird Plumbing Inc. 1432 120th St. New Richmond Wi 54017 715-246-4516 Date: 3/31/19 Owner: Jeremiah Brodie Location: NW 1/4 NW 1/4 S31 T31 N,R17W 1822 143rd St. Stanton System type: In-ground absorbtion system(conventional) Manuals Used: In-ground absorbtion system (version 2.0) Pressure Distribution Manual (version 2.0) Page# 1. Cover Page 2. Plot Plan 3. Chamber Cross Section 4-6. Maintanance and Contingency Plan 7. Filter Specification Sheet 8. Dose Tank Cross ction 9. Pump Curve 1 Signature_ / License numbe' #226900 L% System PLOT PLAN PROJECT Jeremiah Brodie ADDRESS 1822 143rd St. New Richmond Wi 54017 NW 114 tWd 114s 31 /T 31 N/R 17 w TOWN Stanton COCN,rti' ST. CROIX SYSTEM ELEVATION 91.5.'91.0 6' below grade 3/31/19 BEDROOM 3 DATE CONVENTIONAL CONVENTIONAL. LIFT XX HOLDING TANK AHICND SEPTIC TANK SIZE 1000 gallons LIFT TANK SIZF:630 DOSE TANK SIZE HOLDING 'L'ANK SIZE LOAD RATE .7 ABSORPTION AREA 651 of chambers 32 116 BENCHMARK V.R.P. Bottom of siding ASSUNIL ELEVATION Loo' Filter Lifetime Filter ❑ BOREHOLE 0 same as benchmark Vent Scale = 1/4" - 10' 143rd St. R.O.W. >6" uick4 Standard of Coveaching Chamber th 20.01-12 of Area 4' Lo500-1/pair of end caps ,34at System Elevation Well 96.5' 97.5' Old system is to be pumped and buried 13-3 Existing 3 edroom 0' Ouse 5 15' 90 20. ~h \ R-2 30' 6", Slope lluffcutt 30 13-I Combo Tank Vents 35' 2-3' X 66' Cells with >3' spacing Property Line All piping shall be AS YM SDR 30/34, within 10' of tank, piping shall he ASTM 1:891 Cross Section of Infiltrator Quick 4 Leaching Chamber Typical cross section for 2 of 2 cells Quick 4 Standard Leaching Chamber with 20.0 ft2 of Area per Chamber 5.6 ft^2 pair of end plates To be >1' above grade Finish grade elevation Typical Installation 97.5' Vcnt Grade Vent 3 X30/34 Septic Tank 3 5' Long t 5' 5' Lune t Grade at System Elevation 36" Gradc at System Nlevation Spacing 5' I 2-3' X 66' Cells Same on other end Observation tubeNent At end of cell A B 16 chambers per cell System elevations: A-91.5' B-9 1. 0' POWTS OWNER'S MANUAL & MANAGEMENT PLAN Page `of- 'ILE INFORMA710N SYSTEM SPECIFICATIONS Septic l-anx Capacity ai C NA Owner ' (C l r i 7 - - Permit 1Y Septic i ank Manufacturer 0 NA Efiluenl Filter Manufacturer) - f U NA DESIGN PARAMETERS - ~ ❑ NA Effluent =filter Model / 0 NA Number of Bedrooms Number of Public Facility Units >aNA Pump Tank Capacity - - ~S al ❑ NA Pump Tank Manufacturer NA Estimated flow (average) 711 gaUd_ a ! - Design flow (Peak), (Estimated 1. 5) Pump Manufacturer 2 0 NA ~ auda - - -,v_ _ Soil Application Rafe i -gaUdavtft` Dump Model 0 NA Standard InfluenUEffluent Quality onthtY average- Pretreatment Unit ~ M Fats, Oil & Grease (FOG) <_30 mgh, 0 Sand/Gravel Filter O Peal Filter Biochemical Oxygen Demand (BOD,) 1420 mglL 0 NA CI Mechanical Aeration G Wetland Total Suspended Solids (TSS) 150 m91L 0 Disinfection _ O Other. - Preheated Effluent Quality , Monthly average Dispersal Cell(s) G NA Biochemical Oxygen Demand (BODs) I s30 mg/L. rn-Ground (gravity) U In-Ground (pressurized) Total Suspended Solids (TSS) <30 mg/L A ? At-Grade !-I Mound Fecal Cdlifonn (geometric mean) i '10" cfu/100ml - ❑ Drip-Line ❑ Other: L-1 NA Other L NA iMaxlmum Effluent Particle Size ~ n dia. - - - Other U NA Other. NA Other - - - 0 NA `Values typical for oomestic wastewater and septic lank effluent. IAINTENANCE SCHEDULE Service Event Service Frequency ❑ month(s) (Maximum 3 years) NA inspect conditon of tank (s) At least once every: t4.year(s 'Pump out contents of tank(s) W eh n combined sludge and scum equals one-third (X) of tank vo!uele L: NA 0 monh(s) (Maximum 3 years) O NA - Inspect dispersal cell(s) At leas' once every: ear(s) _ _ - ❑ onth(s) J NA Clean effluent filter At least once every / - ear(s) _ - - - ~J onitr(s) ❑ NA aspect pump, pump controls & alarm At least once every: __-sr(s) G month(s) - ❑ NA 1=lush laterals and pressure test I At least once every: U year(s) - - Omorih(s) c NA Jthec At yeast once every. _ -year(s) _ Other: - 0 NA., MAINTENANCE INSTRUCTIONS Inspeclons of tanks and dispersal cells shall be made by an individual carrying one of the `ollowrrig licenses of a rtifications. Maul,,( Plumber Master Plu:nbe- Restricted Sewer; POWTS inspector, POWTS Maintainer; Septage Servicing Operator. Tank inspections must ~.nclude a visual inspection of the tank's) to identify any missing or broker, hardware, identify any cracks or leaks. measure the volume of Ambined sludge and scum and to check for any back up or pording of eU1ueni on the ground surface . The dispersal ell(s) shall he visually inspected to check the effluent levels in the obseivutoo Dipes and to checx for any ponding of effluent on the ground surface. fie pending of effluent on the ground surface may incimte a failing condl5on and requires the immediate notification of the local `egulalory authority. wtark volume. '.he ith chapter NR entire any tank and equals iNher combined of in disposed of in accordance the sludge and scurn e tank shall be removed by a eptage Servicing Operator 113, Wisconsin 4dminislrative Code. 'Ail other services, including but not limited to he servicing of erf''.Lienl filters, mee ranical or pressurized components, pretreatment units, end any servicing at intervals of •'12 montns. shall be pertormed r; a certified POWTS Maintainer. service report shall be provided to the iooel regu atory auth-.^.rlj vo l:in .0 aavs of wmolelion of any service event. Page _ of START UP AND OPERATION ducts a other chemicals tt* For new construction, prior to use of the POWTS check treatment tank(s) for the presence ofpainting ade aced have the contents of th t may impede the treatment process and/or damage the dispersal cell(s). If high concentrations tank(s) removed by a septaga servicing operator prior to use. System start up shall not occur when soil conditions are frozen at the infiltrative surface. excess wastewater will be During power outages pump tanks may fill above normal higtwrater levels. When power in is the back restored up Or the eaurxcedischarge of e ll be discharged to the dispersal cell(s) in one large dose, overloading the cell(s) and may result s Opel prior to restoring a power to the To avoid this situation have the contends of the pump tank removed by a Septage Servic pump controls to restore moral levels effluent pump or contact a Plumber or POWTS Maintainer to assist in manually operating the within the pump tank. Do not drive or park vehicles over tanks and dispersal cells. Do not drive or park over, or otherwise disturb or compact. the area with n 15 feet down slope of any mound or at-grade soil absorption area. and prong the tile of the POWTS ;diproloants; fat foundation dram Reduction or elimination of the following from the wastewater stream may improve the performance ad antibiotkx: baby wipes: dgaretts butts; condoms; cotton swabs: degreasers; dental toss; nealidepns; oil; painting fond rain (sump pump) water, fruit and vegetable peelings; gasoline; grease; herbicides; meat scraps; rr pesticides; sanitary napkins; tampons; and water softener brine. ABANDONMENT shay be taken to insure that the system is properly When the POWTS fails and/or is permanently taken out of service the following steps and safely abandoned in compliance with chapter Comm 83.33, Wisconsin Administrative Code: • All piping to tanks and pits shall be disconnected and the abandoned pipe openings sealed. • The contents of all tanks and pits shall be removed and properly disposed of by a Septage Servicing Operator. • After pumping, all tanks and pits shall be excavated and removed or their covers removed and the void space filled with soil, gravel or another inert solid material. CONTINGENCY PLAN Code compliant If the POWTS falls and cannot be repaired the following measures have been, or must be taken, to provide a replacement system: ❑ A suitable replacement area has been evaluated and may be utilized for the location of a replacement soil absorption systemm. ided The replacement area should be protected from disturbance and compaction and should not be infrirgeed rpon bryi the untied setbacks from existing and proposed structure, lot lines and wells. Failure to protect the replacement area must Comply with the rules in for a new soil and site evaluation to establish a suitable replacement area. Replacement systems effect at that time. ❑ A suitable replacement area is not available due to setback and/or soil limitations. Barring advances in POWTS technology a holding tank may be installed as a last resort to replace the tailed POWTS. lure of the POWTS a sal and site evaluation The,sde has not been evaluated to identify a suitable replacement area. Upon be installed as must be performed to locate a suitable replacement area. If no replacement area is available a holding tank may a last resort to replace the failed POWTS. ❑ Mound and at-grade soil absorption systems may be reconstructed in place following removal of the biomat at the infiltrative surface. Reconstructions of such systems must comply with the rules in affect at that time. <<WARNING>> SEPTIC, PUMP AND OTHER TREATMENT TANKS MAY CONTAIN LETHAL GASSES AND/OR INSUFFICIENT OXYGEN. DO NO CIRC MSTANCES DEATH MAY RESULT. RESCUE OF A SEPTIC, ENTER A RIOR OTHER OF A TREATMENT TH BE TDIFFICULT ANK UNDER O R IMPOSSIBLE. PERSON FROM THE NTR ADDITIONAL COMMENTS _ POWTS INSTALLER POWTS MAINTAINER Name N ame - / Phone /J n- (lS Phone l ~rl - j SEPTAGE SERVICING OP=ERR LOCAL RULATORY AUTHORITY Name Name Phone hone CThis document was drafted in conphance with chapter SPS 383.22(7)(b)('.)(d)8.(f) and 383.54(1), (2) 8 (3), Wiscahsn Adminstratwe Code. \ P I~ N ~ I ~ \ N .a - ~ i I V5- I r/ J ✓ J Y ~ r `y - J r,'I I l it = I, ~ s:< t C' < ~ ~ t c . i. s Z O f 1; cF SS ICU i Septic-Dose Tank Cross Section And Pump Performance Specifications Tank xlanufixntrer ! - Puotphfail ulacturer ~I _Iank \4odel Number It7C7C7 T-0 0 Pump Model Number a yv total Tank Capacity l OW _ 41anu Manufacturer `lax. Bury Depth I Alarm Model Number switch Type FilterManufacturer _ Total F)vnamic Head (TT)I1) -Feet Filter Model Number Elevation Head - - f)Iltal PCC.SSUTe Network I ors \'(inirnunl Pump Performance Required - Force Main Loss F17'DFI Total Outlet Manhole Min. I" ;Above Grade AA'ith locking Device. Inlet Manhole Manhole Min. J" Above Grade G' Below Grade Sealed AVatertiKIn securely Mounted With Lucking llevice Wcatlici-proof I t ~ function Box c::::== - Finished (trade - - - - - _ f-" 1 t~-3o=5d Vent Min. 12" Disconnect Abm c 6r ade ~ N4cans With Vent Cap sox iS5 Outlet Piftcr O~ 3 filletInlet Baflle - - - 0-----~ - Switch Settings and Reserve Capacity LA 1 Tank Volume Weep Dimension ~Tnche-s Volume (ial~ g Hole (rescn c) A I_f S- j Z (alarm) B ' 3 L Off Elevation I (dose) C Ft ~ (dead) D ` - Bottom D Elevation JXLilt GENLP-%L INSTALLATION: "[he septi:A+,se tank is bedded and back filled in accordance with the manufacturers product approval specifications. Maximum depth of bun° as specified bN the manufacturer maxi not be exceeded without prior approval Manhole covers exposed to grade have an effective locking device (padlock) nstalled. Piping at the inlet and outlet is of approved material, connected to the tank with waterti;ht fittings, and laid on stable soil to prevent settling of sagging. I lie three main is sleeved with T' Sch..10 PVC to bridge the tank excavation and the sleeve is scaled watertight Nectrical service complies tsith NEC ±00 and Comm 16.2g. 0'-Mi U Page of- 250=SERIES 113 hp Sump/Effluent Pumps for Professionals! ALL MODELS FEATURE: MOTOR SPECIFICATIONS: • Rugged 1/3 hp motor, oil filled with 1/3 hp 115V 5.2 amps 6oHz thermal overload protection. Thermally Protected & Permanently Lubricated • 1/2" solids handling. (PSC) Permanent Split Capacitor • 1-1/2" discharge. Maximum Fluid Temperature: 140"F . • Hermetically sealed motor and switch cavities, DIMENSIONAL DATA: and permanently lubricated hearings. • Liberty's Weight: Model 257:201bs. UNI-BODY casting - a solid, one- Height: 10.5" piece housing that eliminates the lower motor seal ring found on other pumps. Major Width: 9.6" (manual model 250) • Epoxy powder coat finish PERFORMANCE CURVE • Vortex style impeller for superior PERFORMANCE CURVE solids-handling. Made of high temperature 2s engineering polymer. • Fasteners - all non-corrosive stainless steel. 20 s • 416 stainless steel rotor shaft. $ g' t IS 5 250-series Cord Lengths R a Model 10' 25'(-2) 35'(-3) _ 5.0_'(-5) 10 5 0 25_0_ Stand_ard_ Optional Optional Optional 1°- j N 251 standard Optional Optional Optional 253 Standard Optional _Optional N/A _ U n 257 Standard _Optional _ N/A N/A o 10 20 30 ao 50 10 curd length standard on all models. For optional lengths. U.S. Gallons Per Minute add "-2 3 or -5" suffix to mcxlel number. 1 - I I - ;--4- Example: - Example: for model 250 with 35' cord, order 250-3 e 7f% 114 1116 141' - Liters Per Mmule EFFLUENTMODELS Ir 41, "IV Model 250 Model 251 Model 253 Model 257 VMF Manual, no switch. Quick-disconnect Wide-angle float with VMS switch, magnetically wide-angle float. series (piggy-back) operated vertical float- morcury-free. plug, allows manual operates in a 10" a operation of pump. diameter sump. ~•r•~ tidal sat?ty cnrlilir.:r6"n tw .Eanf Certified the Unlt.xl t:taes and Canada. :q «:er•::.r,n-: ar,:,m.-:.:, : .;r.,r,1ev.,r..,.n non..:. Liberty Pumps • 7000 Apple Tree Avenue • Bergen, New York 14416 • Phone 800-543-2550 Fax (585) 494-1839 www.libertypumps.com ~aPyriahru Lrx•uy P.nnlt;, ln42mI AI. ncn-s: mu•r:cd. I JT2GOJ-Itn, I ST. CROIX COUNT'' SFPTIC TANK s'1 \IN'1 UNANCF! i~GRHFMI NT AMI OWNl.R.SH11'CTR*1IhIC~~II(-XFORM Ow•r)er•'13uy'er - - Mailing /p J L - Mailing Andress J D ZZ- l ~Jr' S I P~ ~ i ~ -5>01 7 Properly Address (Verification reeuirrd trom i laavnt_ $ zoning Depait.nent liu'rew aonslutcliori_j - City.'Stale: Parcel Identification Not i1j r LEGAL DESCRIPTION Properly LocatiollA I . .i, . Svc I' ~I- N I/ ? W, Town of _ _-f- C Subdivision Lot / Certified Survey N1ap # VI iurnc Page n Warranty Decd # Voiutnc Page 7 Spca house ;vs Vo :.ot imr rdeunrrable no SVSTEM MAINTENANCE AND OWNER (TRTIFWATIO-N Improper use and manneaauce of your septic: spslcm could result m its pr.vtratt tc tainat. I. hand!c wastes. Proper Inauttcnancc ecmista of punipw", out the sepJ'. liu>b ever v thew pram. or.wilt-,, a needed, by a h ;cnseo puwpct_ \i hat you pmt into the svStcrtr can affect the fiutcuoa of the septic tank as a trvatmen'. stag- in ,he waste disposal systent. Owmer maintenance responsibrli w,. are spa:ilwd all a(bmm Ai 52t I) and in :-11:1111.1 I?. tit Croix Co nay ."and:uy l rrdmatwc- The property owner agrees to subuut to St. Cross Ceanw t'i'nier,, $ /ou n Deparoneui a citi!u ation form, sit ned b_v nu; owner and by a ttu:stcr pkmnbcr, imuneyrnan phnnher rcmtw'ed plumber of a ficel,Set: pumper vrnlyu:g that. (1) the m1-site w•astewatnr di>posal system is m p:opvr operating condition av(+;or (1) after irspe,;.hon aril ptunping (if necessary), the sephc tank is less than iii fill of sludge. P,w, tae oudcoapned w",; tcud [lrc uoovr reto nvio, i:ls and ag rr to rmrn tau, the prh.•auo iewage disposal System with die scuudatds sct folth, hc1cir4 a,, bet bp* the Departutma of Coucacicc aid the Dcpatur cue of Na:urai Rrsoulces, Statc rr Wise.-onsur. Ccliihcatoa snaunp, that your scpiic. systcm bas hccn maiwamnd nutst hr aomple[a,l and reunited to :ht: St. Croix Coonry Planning & Zulung Dcparunow within tO clays of the three year expuaboa dale irµe certify tha. all statements on dt . IODU M, air ro the hint of nryiom k now icogr.. l lvc arnatc the ow'nci(si ofthe. ptopcrty described above. by virtue of a m anty decci te;,otd:d ur Register of Dcw is Office. Number If bedrueftu; SI iNATURI? OF UTLICAN'l (S) DATE ***Any t auuc that a nusrepc esr.: rind rnaj resuh in the :;tmitary pmmrt being n:vokcd by lire Planning $ Zoning llcpazntu:ut. Include with nus appiwahon it recmdal warranty deed hunt tl;(' Registax ut !)reds (.ffrcr end a copy of the, ceriihcd swvey snap if rclcrcrec is made tm the warranty decd. I ItF: V . 08105) o ~y"!V PJ J' N ,Jo 6 sOe/d m/(31 n n0 00 JB. P4 Sd, 3J0 JB NO. Pv ' a~i 0. JD~ N 4 A e To 21 a 'd 900 \ vp ''`Jt aJ? o ~J. A• U m l 0 6 e P~AO.b0 'PJ0 66.00 b h E l.va lon Cal. 20 r2Bo ~0 I }°IT Mo7 20,.980 9arf.co u.41 B N.,h rWU marl) 977.08 E.hm.bd Low W.I., Lnn1 974.60'. O 4 vo ~1 F4vafion. carried from U.S. Gto. S.,.7 0 B.M. numb., 4-60 (1934) EI.v.997' Iry _ 6600' fI N I BS I a ( Q l9. zi 9 I -p4 °o, ' m'0. N88047TW o rv 9Q II' 36• f v 979.0' _ - g rv ♦NHZam'w/ %16 3 - m 'Bi 78.g4` 3_ rv W 0 3. y O ~Q•. ♦ ~ N M Ory N 1 - lie 140 . 00' 84 7° Ne6a47 w o Ne re o 6 9 NI Q NJ. 7 /B. w ey --2 D8 av 2 0 ~j NO Iry' O an o- ib PS .n 104. . -I+X c P 5 cg-aO,q - G/Y Wisconsin Department of Commerce SOIL EVALUATION REPORT Page _ of- Division of Safety and Buildings in accordance with Comm 85. Wis. Adm Code j( County Attach compete site pen wi paper not less than 8 1!2 x 11 inches in sizu- Plan mull ✓ ` include. but not limited to vertical and horizontal reference point (BM). direction and Parcel I.D. 11 -Oro Percent slope, scale or dimensions, north arrow, and location and distance to nearest road. f V Please print all information. Revi ed by D~ to q Personal iWoonaWn you WOVWe may oo used for seoondery Purposes(Pnvacy Law. a 1501(1)(m)) 7 Z Property Curler t Property Location 2 De-re 11"~,u Govt. Lot 114 1r S31 T J/ N RE( ) Property Owner's Mailing Addr Lot # Block # S(bd Narille or CSM# ess ~ LZ rl , City State zip L; Phone Number ❑ Cily ❑ Villa e i~tl own Nearest Roa ❑ New Construction LlsT~ esidential /Number of bedrooms Code derived design Row rate GPD gf'Replacament ❑ Publi r commercial - Descnbe' Parent material © Flood Pl L7 ab* iit aap~plicab111 Jam! y R. General comments - Zay„~. >r " - t1 e 111c•ci and recmrnendarions- System Type System Flevabon Boring # R Boring Pit Ground surface elevR Depth to limiting factor in. Soil ication Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD 1 in. Munsea ou. Sz Cont. Color Gr. Sz. Sh. 'Efi#t 'E##2 c t~ s 16 Z. -14 Boring # Boring pit Ground surface elev _S['! R. Depth to limiting facia Soil icaborl Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPDfW in. Mansell Ou. Sz Cont Color Gr Sz Sh 'ER#1 'ER#2 /7.1 rs' Z . S L ~1~ IK > I I _S I ~ k -7 1 I or-- 1 5 0 I 4 EfRuerd #1 = BOD. > 30 < 220 nxVL and TSS >30 E%eni #2 = BOD, < 30 mgrL and TSS < 30 mg'L CST Name (Please Print) - ignature CST Number Bird Plumbing. Inc. Shaun Bird 226900 Address f ~ Data Fvalualion Conducted Teleptwno Number 1432 120th St, New Richmond. WI 5 17 715-246-4516 Property Owner Parcel ID# Pago -of Boring ❑ Bnnng 1~ pit Ground surface elev. ( ft. Depth to limiting factor :Cn. if Irration Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD#f in. Munsell Do. Sz. nt Color Gr. Sz. Sh. 'Eff#1 'Eff#2 Fr - - - ❑ Boring # ❑ Boring ❑ pit Ground surface elev. ft. Depth to limiting factor - - in. Soil 6ration Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPDKf in. Munsoll Ou. Sz. Cont. Color Gf. Sz_ Sh. 'Ef #l 'Eff#2 ❑ BonnO # Ground surface elev. h. Depth to limiting factor _ El Pit in. Soil Azipfication Rafe Horizon 'lepth Dominant Colo( Redox Description Texture Structure Compstence Boundary Roots GPDM M, Munsell Ou. Sz. Cont.Color Gr. Sz. Sh. 'E##1 'Eff#2 ' Effluent #1 = BODE > 30 < 220 my+L and TSS >30 < 150 mg1L ' Effluent 12 = BODE < 30 mg4 and TSS < 30 mgL 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. SHM"W(R bW 1 Property Ovmer Parce ID # page c _ Boring # ❑ Boring Ca a -F~L Pit Ground surface elev. 77, _ n. Depth to Yrruting factor i Soli lNahon Rate Horizon Depth Dominant Color Redox Dascnpfior. Texture StnKture Consistence Boundary Roots ! GPDIW, in. MunsO Ou Sz nt Cola _ Gr. Sz Sh. 'Eff#1 'Eff#2 IIII ib ~ ~ ~ Bonng If ❑ Bonng pi; Ground surface elevq_y h Depth to limiting factor In. Sni, pilcatlon Rate Htx on Depth Dominant Color Redox Description Texture j structure ConsstenceBoundary Roots GPD/ff in. Munsell Ou. Sz. Cont. Cola I Gt. Sz. Sh. 'Eff#t 'Eff#2 o-1 lo r z rG~3o C I~ 3 30- s ~1 ~✓114 J~} l - I r Boring ❑ Pit Ground surface elev. fl. Depth to limiting `actor n Soil Application Rate Horizon 'lepth Dominant Color Redox Description. Texture Structure Consistence Boundary Roots GPDM M, Mansell Cu. Sz. Cont. Color Gr. Sz Sh. 'EB#1 'EfF#2 Effluent #1 = SOD, > 30 < 220 MVL and TSS >30 < 150 mgA. ' Effluent #2 = BOD, < 30 mgr and TSS < 30 axy'L The Department of Commerce is an equal opportunity service provider and empiover. if you need assistance to access services or need material in an altematc format, please contact the department at 608-266-3'. 51 or TTY 608-264-8777. senure a.6ve, Soil Test Plot Plan Project Name Jeremiah Brodie Shau Bird Address 1822 143rd St. New Richmond Wi 54017 C; S~ M #2269(0- Lot 4 Subdivision Hook's Add Date `'3/31/18 NW 1/4 NW 1/4S 31 T 31 N/R17 W Township Stanton Boring Q Well PI, Property Line County ST. CROIX BM or VRP Assume Elevation 100 ft. Bottom of siding System Elevation 91.05/91.0 •HRpSameasBenchmark Scale is I"= 40' 143rd St. R.O.W. unless otherwise noted Well 96.5' 97.5' ;0' "f Slope B-3 Existine 3 Bedroom 0 louse B.M.°-' S ?0' 15' 90' Ak- 20' B-? 14 ' 35' Septic tank has collapsed B-1 35' DN1` Property Line