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HomeMy WebLinkAbout018-1060-90-000 (2) "n t c` 're r PRIVATE SEWAGE SYSTEM .n r~ ~n eu. of II' C- .St. CfOIX INSPECTION REPORT Per v GENERAL INFORMATION 1A I TA0•{ 70 0; RP.91Ti 615311 -tale rta^. Ir. vn Fr- ndvtma[or yc.. frou''Je rv-~~ Lc a v.; fc: secnntla~ Fwno:c;. IPm•&::Y Law.: Ja -nmrt rogue,. W:m` tarry' 'aillaye -..an,n; Parcel Tax t,n - Luke & Becky Eggen TOWN OF HAMMOND 018-1060-90-000 -S" BV Bev Insp BY 81.1 i x. pcs<npLO^ _anpeBS~:, Nc QoMoJ++ f 0e- Avi e:-rnn:Taw.t 26.29.17 413B 1ao r n'tr eta r,, e TANK INFORMATION ELEVATION DATA l,4ANU~AC f:1RFfr "APACII" STi:TI:JN L'S HI Fis CLL\' Vic, JOS:nc, 3, 163,4 100 11 AI: 9M Aak*er C/~. ~idG SE'v2'y -I-1 mI o n~ , I "oldlnp - SUFII ImP.I t^ I to o 95.® TANK SETBACK INFORMATION sulit outlet c 8. G 5. I Ti,•CK l [7 'iL VVFLL 81 D:< :enl ;n Orr ln:~nr 1.::rALI D- mlc! 10 yh~ 11 H• JL o.ptiz l l S II too 10rr 'JO`S1 I f I I IcadeNlda'I nt~r 0 5. J Aeration Oise Pipe p CC • "nldi S',)v 9J. I 0 Hnt o T 9.yo PUMPISIPHON INFORMATION dial crane rra.anufa^-i cr - wv O i t,a Mode' NumUar 17 0 ^ ~ - -D" lift RIC . 01 System I lvad 7D, Ft 5 s'~ 15` T 9'~s 9y•gs nw,r, 1, g.3o 95•Io SOIL ABSORPTION SYSTEM 14 RFORRLNCH DIMFNSIONS ^j r nnn'~ t M1s i, c+ncnrr PIT DIMENSIONS t,a P> r.p= c:mr' era in.ntl C:eom SEtBACK ;:VSTCN G ~!L 3 DG INFORMATION I AKCtSI F;cAIv1 LLACHIN(: Vnno'aa-,eI -fy/pe !~Y,~:~:arTl_ ( 9 L~JT .}yam U CHAMBER ~.1A 1U(.17r{~I~fll 11 1 V I 1 UNIT hlr>;,::I 0 s7vW.zxG} DISTRIBUTION SYSTEM i - N v I reaoeNidor ' s:nDU:rm' r HO~e r 1x I•olr Spat.^._ Vent Ic Fr In;akE SOIL COVER x Prmsure Systoms only xx Mound Or At-Grade Systems Only ~we:1 r _en:ei ~ / I _c9'-rc.,C' cG?e~ z, -',ep:'I c-neW'.n:IrrA -s r,!IIIQIPtl ~ Y TC~SO COMMENTS: fln0ludC rode di5rreuen(aes persons presev. eic J Inspection C' Insucc'non k9 Location: '21] 21:11-H ST Alt RNI Oescrlpnon-C4 CVVtC 7 i Bldg sevMr length = 1(r G 0 J~iO - amount of cover = J ` L C ' S~il@ ~I S /t e revision RPJUncd? "es 0 Use Z-7 / I - ~V~T U5E Otnf' side 1.7 addlll0na1 InfnrmaU00 1 FBf.-C.:'iC ?aze _ I^sc:,: sian.nn° _,I- % jLfYv4 C, I + l~~[~ Industry Services ivision St Croix 0 I ` 1400 E Washington Ave anilnry parmn Numbcr flo M filltti m b~ ('o I S P.Q. Box 7162 ~f Madison,Wl 7-7162 F S tton 7Y 9a1 Tmn c(ypOYuJ.Fer AZ'i, PI ;r Applic~t a~~y~n - - - l ST .w- bm 111-11, 1,1 Ihls firm to the 11xarrcdanc ualr'S i'~J appr vrrnmrnlal uml /`rI s Is raywrcJ prmr I r hWmmE a anWn petnul Note ?.pphaatum riwms for aWrrngr,eJ FON'T'S eJ to I7gwl :\dA1e1x lil'differ,ml Than marling addre,s) the Ik yuvnan[ oI ~uleq' anJ I ro .1.aw1 \cr, ss. Pcra+nul InfwnWUon you {wovide may he used fot secon p.Itp<xr~macacrJavx ,rnh rhr l'nca,.v_la„ i56f11lml. awta same 1..\pplicatiun lnfurmafion _Plc Print: It information - - - ~ R S~ ll'nqur y Oxxnar' a Nan - I',~~Gf (65-19) Bec~Cyyy~gggn 7 18g-1060-90-00 Prrn+rtry (hmcrx A1elling Address - -~~-,-,~-t.J Pn;cn) Location 11, '1 LJ 720 200th street ( Ih SWIG - Clp Curie PMmc Nwnhar - SE SE ticction 26 Baldwin I _ 54002 612-805-2802 11. Lvprpc or Builafng (tneck alithat a-PPIr~ I-,~ a T _ zs N. R _ 17 yy ~ I o1 2 iamdy UsmO m% kumtK: nl BcJr . - Fubdu'Ision Name (J ❑I'uFhoT'mm..resiai- (kacnhe Ilse Crta Of _ ❑Sate <hxned-lksrl,Fa•lJx ('SM Vum(Kr-__ ❑Village Of ICJ To,,r or Baldwin .1~=cam. -N- .[~3--- III. 1\pe of PtrmiL• IC'hrck onl line A. Complete lint R U K x Sv"e Neplacrnmm Srstcm :ummCfhddmg I anA Nc7dxnmem (hay 1Othcr Modification W IiYlsbnk , 5ys e1n lesplaml ~f-1 L It, LJ I rma Nrnev:al Pc non Rrvlvon IJ'('han of Plum her Li111ke,,ool Parma Numbefand Wit 1-,f 1 Ra ` :I'Qmn Transfer to Nc% 1 .r t Retire I[cpuntitm /hxner _ u rlv('om ontnUDesitt: (Cheek all that auplv) ©Vnn-Pressurved In ~rinn.nJ ❑1'reswriznl In-Ground 0xi Gmde ❑hhmnd?2.1 n of uolablc wil ❑hlomxl 24 in. of sm WMe soil ~ BoWinp rank Uthc1 !!ispcrwl ('ompmlam (cxpWm) _ ❑ika7rraunrnl lkvlslecplaml_ N. UlxPenaU7 rear ens \rta lnformahon: n Ilea IEpJ) Ik•ag 1 J \ophcal nn kXelg 'fl M per w1 Arca RoyuutJ Isl) Dlxperyll 1rca Pr iaa(11(1 Splem Lkval nn 450 .4 1125 1 4 93.9 1 \'1. tank Info Capannm Total- aof Mmuluconn talons Gallons I:nm = < ~ L y \ex ank, P..ia~rcr Tsnk> , / ~ = y ~ z ~ s O1(`Ae,o 1 i L ✓ G, a ~ seplc.,r n„wnr reat_. _X. 1060 I In4'Itrator I1w1oa rlymiKr - VII. 1(expunaihility' tifelt_ment- 1, the anderi tied, assn resti hilily rips( Win, of the POW_IN Anna on the attached plan, Pfuniher'c Nmue(Nint,i 1 ,uure MI h1PRS Number Busalas I4.att Number Lewis Biork 253976 715-231-7375 I'lumbtt'1 :Wdresx 1 Sums. (1,v, tiCCq Zip C,nlrj E7818 County E . Menomonie WI 54751 VIII Dunei Dt artmrnl Ise Qnk o.."M ryppnnttl i'cnno,t Fe D.u. ",.,j _ 11•x1 , co It caaor for Denial 5 ./O~ • ✓ Z~ ~ ~ IX. Condit vawnx for Dµapprocal 1. x, eAA:am 1Ntl 1116 ) 64 16 idle'- Crl rr;t ell lie a'" 1 , U n as p_r . iar3gernen' pit r cur l h'e - I. i'.ne . GO~ 1 2 All srtha,-.k tC a? en,s m rrt Lu. rL n i . asplx~pplcrbl c'>? rd nn c1, anxh w mmpkk plarv for the .rann amt n.hmit Iw the ('onnq +Iv u1, paler oat M, nun N r1, a I I ilwhe> in eiee NBI)_h 99(R1,?1 Z) .fir ✓~<7 l 7 IV ( 1 LI r.-~ PGa p5 a.A:M1tltF CN'cC, Boll As 4d.U;niS'.r.. J', SOIL EVALUATION Snalc 2~ 20 ✓7/ SYSTEM PAGE 2 OF 4 SITE MAP PLOT PLAN , ?.RGJG:;T NAMF. ~I'/TTii - „ JESIJN R✓;: 45C {65-19; Becky cggen Auac!I design (IVx calculaUOn< fu- wmmeraal oleos \J `R°~`or AooRFSS TL. -Vilh Cl BaiAmi. W '~Pete Material ASTM Stan 4' (Tablas 3M.30-2, & 3Ett.3h v~ r of Sailtr.~•Smvcr. U-266° r,M :ym:o + aM. F.r~atwr. 'G~ F./' - orce 2' P2665 r~ F Main 1 Ease o` horizontal sldin z/ ^ Siooe Gr A ca rv.,i s-~ r,m1w a,. IM°UR-ANT: n"C61ad ee Q 'n'ell Symo> rn 3oPllcbeml 0 N -.wn-. v,:vw Slow around alevnlion cDNOUrs at sulta;;le mteNalS. 4- P r a5 3 F I'C ~ ~F ~3 2y c~'•i~ Ir c- v t xt n I :A- - - - - ^7 < L S ~ /lt?'- Jii';.i'~'h,' PAGE 1 OF 4 In-Ground Gravity Plan Index & Cover Sheet Component Manual Design Reterences: Version 2-0, SBD-10705-P (N.01/01. R. 10112) Pg 1 of 4 Index & Cover Sheet Pg 2 of 4 Plot Plan Pg 3 of 4 Dispersal Area Cross-Section & Plan View Pg 4 of 4 Management Plan Attachments: Enclosures: Dose -Cut sheet Bio-tube cut sheet POWTS Application for Review Tuf-Tite Riser / Septic Soil Evaluation Report & Site Map r SJE-Rhombus 1009923 Tank Alert XTL Orenco Bio-tube instructions Project Name ! Description (65-19) Becky Eggen Owner Name(s): Becky Eggen_ _ Phone: 612 -805 _2802 Owner Address: 720 200th street Zip: 540002 Project Address: same Govt. Lot: SE 1/4 of SE 114, Section 26____, T29 N-R 17 _E❑or W rj~✓ Township: Hammond County: St. Croix Project Parcel ID 180-1060-90-000 Designer Information Designer Name: Lewis Bjork Phone: 715 _231 _7375 Designer Address: E7818 County E, Menomonie WI Zip: 54751 E-mail: lewisbjork@yahoo.com License Number: 253976 Remarks: Signature: Date: 5-18-2019 an nature requi-ed wi each submitted copy CHECK BO:[4:: AP N:kSl CH-LY.+_0%45 ~GhIL'4a: k. Q SOIL EVALUATION o Scale: 1 2 0 *0 20 SYSTEM PAGE 2 OF 4 SITE MAP 3o as PLOT PLAN PROJECT NAME: - DESIGN FLOW _ 450 rl n (65-19) Becky Eggen Attach design flow calculations to, commerdal plans. PROJECT ADDRESS 720 200th St. Baldwin, W: Pipe Material t ASTM Standard (Tables 364 .30.3 & 364.30.5) 1 V~ N - F SaMary Sewer 4" D-2665 BM SymtxM + HIM E4rarnn 700 F I 2" D-2665 Farx Mrln:_ aM Descgml Base of horizontal siding slope Gramem I%) b~ncete n.N a I MPUR I ANT. of Tesled Area Q welt symed ttt apcscaeln; maw ap a :vrnu Show ground elevation contouls at suitable intervals. u, •pp'urhe Im Q ~p Sr as3~~6 I I ~ II I ~,~.r.. tip ti> r\ uy~ -TDtk o~ -71 = PAGE 3 OF 4 U o I m o w - m 0 ~ZU) o m L~Z ° N > C~ as P E CN h y m c o C_ H _ d 2 y L Y ti _ O 3 U ~ ~ iz I` F- y ~ p 3 E ~ ~ C I c LLv c ~i D _ f0 a d > o C u U p y° n ~ u ~ R ~ Q a s VI sy mG z C 'S' ° o i m a 1 41 - cr= N U iz 2: W_ g r . = u C p ~I - m v E ; `C ° O w LLI Zp ~ IVaAI -9 b In -Ir ~I c d Q i v U) z I`~ ~I a w c W Q. U) I' Q Q~ } F NO n I» I E F E I L CJ ~ `oo I I ° a ~ Q U rn l I cl LLJ ~ ri ~ a o w Q a T II Q co ~n > v v v/ C^ OJ U I C LL w C/) v a_ "t U rn c I n d ~ N I I veil ~I m) to l vl V U I I II II I` II X I L >~3 o y rm ~a N U N v C) 0 ui Z o d CWL z C€$ 2 I I cv rn O f- a m _ ICi @) U c In c 'a. a s 0.' y n. U o co a _W r ,I W o Z > N C1 ► .I I a i r G~ Q Q ~yrr ~I ^ I W Ir iI Z I IVA p v c + D PAGE 4 OF 4 In-ground Gravity Management Plan IMPORTANT: The owner of this in-ground gravity system shall be responsible for its perpetual operation and maintenance pursuant to requirements of SPS 382-384, Wisc. Admin. Code. Pursuant to SPS 383.52 (2), Wisc Admin- Code, this system shall be considered a human health hazard if not maintained in accordance with this approved management plan. Furthermore, all inspection and maintenance activities shall be performed by a registered POWTS Maintainer in accordance with SPS 383.52 (3), Wisc Admin Code Maximum Dispersal Area Operating Limits: Design Flow = 450 gpd; BODE 5 220 nrl TSS 5 150 mgL'; FOG 30 mgL"' Inspection Checklist INSPECT EVERY 3 YEARS o type of use age of system c nuisance factors (i a odors, user complaints etc) o mechanical malfunction (i a. pumps, valves, switches, floats, etc ) material fatigue (i.e.. leaks, breaks, corrosion, etc.) solids volume it anaerobic treatment tank(s) and any distribution appurtenance(s) (i.e, distribution / drop boxes) neglect or improper use (i e , exceeding design capacities, prohibited activities. etc ) extent of ponding in distribution cell prior to dosing dosing irregularities - if applicable (i.e . pump re-cycling, float switch settings, etc.) electrical components - if applicable (i.e., wiring, connections, switches, controls, timers, alarms, etc.) distribution lateral or lateral orifice plugging (measure lateral distal pressure - compare to design specification) surface discharge of effluent or sewage back-up into structure served Maintenance Checklist MAINTAIN EVERY 3 YEARS (or when necessary) n Septic and dose tank(s) shall be pumped by a certified septage servicing operator licensed under s 281 48 Ws. Slats when the volume of solids in the tank(s) exceeds one-third (113) the liquid volume of the tank(s) or as required by local ordinance. Disposal of contents shall be pursuant to NR 1' 3. Wisc Admin. Code. U Effluent filter(s) shall be inspected every 3 years and shall be cleaned when necessary to remove any accumulated solids according to manufacturer's specifications A servicing period will always be greater than 12 months. System maintenance reports shall be submitted to the proper local government unit in accordance with SPS 383.55 Wisc. Admin. Code. Report any component failure or malfunction to: Name of individual or company: Lewis Bjork Family Septic Service Phone, 715-231-7375 Local government unit 'F~alfe-' ~eeM'- ~ . Cto" e 43 Phone 715-&W-4724' 44-44460 Local government unit address. E*au-Gtawe-6btnttq-Heaittr alk6 ZIP 715439:472B 6646r (te, Any defective part of this system shall be repaired, replaced, or removed pursuant to SP 83.51 (1), Wisc. Admin. Code Repair or replacement of failed or malfunctioning components shall comply with S 383. Wisc. Admin Code No product for chemical or physical restoration of the POWTS may be used unless approved by the department in accordance with SPS 384, Wisc Admin Code Contingency Plan In the event that any failed treatment component of this POWTS cannot be repaired, it shall be replaced pursuant to a plan submitted to the appropriate agency for review and approval A failed in-ground dispersal component may be abandoned and replaced by a code-complying dispersal component in a pre-determined area of suitable soils System Abandonment If use of this POWTS is discontinued, it shall be abandoned in accordance with SPS 383 33 Wisc Admin Code LE40=SERIES TECHNICAL SPECIFICATIONS PUMP IMPELLER The pump(s) shall be model The pump shall have a VORTEX style impeller as manufactured by Liberty Pumps, Bergen, NY, capable of passing a 2" spherical solid. or equal. The pump(s) shall have a capacity of SEAL at a total dynamic head of feet. Motor size The shaft seal shall be of the carbon/ceramic shall be 4/10 horsepower, single phase, 60 hz. unitized design, with BUNA N elastomers and and 115 volt operation. stainless housings. MOTOR EXTERNAL CONSTRUCTION The pump motor shall be of the submersible The pump volute, legs and motor housing type, oil filled, hermetically sealed and shall be shall be gray iron castings, ASTM class 25 or thermally protected. The overload element shall better. All castings shall be powder coated automatically reset when motor cools. before assembly. All fasteners shall be of 300- Motor windings shall be of the class B insulation series stainless steel or brass. rating. The rotor shaft shall be made of 416 stain- less steel and shall be supported by lower and LEVEL CONTROL upper ball bearings. Automatic units shall be controlled by an The power cord shall be of the quick-disconnect adjustable, mercury-free, wide angle float switch. design allowing replacement of the cord without Float cord shall be equipped with a series plug for breaking seals to the motor and/or oil chamber. manual bypass operation. "AV" models controlled by a vertical float switch with series plug. MODELS HP VOLTS PHASE AMPS DISCHARGE AUTOMATIC IMPELLER LE41 M 411.0 115 1 12 2" FNPT NO VORTEX LE41 A 4P 0 115 1 12 2" FNPT Wide-Angle Float VORTEX LE41 AV 4/10 115 1 12 2" FNPT Vertical Float VORTEX 10' cord standard on above models. For 2v cord options, add a "-2" suffix to model number. Example: LE41A-2 for Model w41 A with 25' cord. FtPM DIMENSIONAL DATA: 60 hz PERFORMANCE CURVE 1 725 Weight LE41 M: 40 LBS. Liters Per Minute 0 76 L.1 227 303 379 458 530 Height: 14" 25 - - - - - - 3 Major Width: 10.75" (manual models) 20 3 Y 15 q Maximum fluid temperature 140'F. A e s N 0 10 20 30 40 50 60 70 80 90 100 no 120 130 140 150 S U.S. Gallons Per Minute SSPNJ4 I~ 1Jber tV PIImrPs • 7000 APP le Tree A6woue • Bergen, Atew Vorlr 14416 • Phone 800.543-2WO Ann 1585) 494-1839 www.111itiettypiumPa,tprrt CWyY hl U Uberly PR,e,p:+, Inc. 2015 All rgMz re erv . LL1t 24W R09n5 U} ir. Q ~ k/y' y .v 1 TANK ALERT* XT Alarm SVstem Versatile, indoor or outdoor liquid level alarm system. I his alarm system rnnnil its lic)urd levels in hill pwr3 chambers sump pump basins, neldmg tanks sewage, agricultural, and other non-potable water applications. c` Rre Tank Alerir XT indoor/outdoor alarm can serve as a high or low level alarm depending on the float switch model used. The alarm horn sounds and the red beacon illunanates when a potentially threatening liquid level ccndrtron occurs. A "power on" light on the switch indicates power to the alarm panel 1 / Enclosure meets Type 3R watertight standard VOLTAGE: 120VAC 50+6,:7FIz / Automatic alarm res~a, nut, silence switch, and alarm test switch ALARMENCLOSURE: 65x45x30inch Al Alarm horn sounds at 85 oecibels at 10 feet (3 meters) (16 51 x 11 43 x 7 62 cm), indoor- oatooor wealnerproof, thermoplastic / Alarm system (when installed on separate circwq operates even if meets Type 3R water tight standard pump circuit fads ALARM HORN: 85 decibels at 10 feet / Complete package nlaudes standard SJE 5r9nallv1asler' conaol (3 meters) meals Type 3R water-tight switch with 15 feet (4 57 meters) of cable iother lengths available; standard as installed by factory and mounting Clamp. ALARM BEACON: Ul. Listed. Type4x beacu / UL Listed to( nrdocr or outdoor use assembly / CSA Certified TESTISILENCE SWITCH: certified to l Pb6and usuapu IP68 standares / Three-year hm?ed vearranty A. O AUXILIARYALARM CONTACTS(OPTIONAL): rqx 120 VAC; 5 amps max 5060 Hz _f I i( PRE41110l1NTEOTERMiNALBLOCK (OPTIONAL): 20 amps 1120030 VAC POWER CORD (OPTIONi 6 root t t (1 8 meter] cord with 120 VAC plug When ordered with the alarm, the system is available with: FLOAT SWITCH: SJE SlgnalMaster'ccnhol switch w4h mounting clamp / alternate fical switch models rci high or low Iiqud level warn rn_; Cable: 15 feel (4.57 meters), flexible 18 gauge, 2 conouctor (UL) SJOW, water - / auxiliary dry normally open contacts for easy attachment of remote resistant (CPf--) devices Float: 2 74 inch diameter x 4 83 inch / premounteo terminal block so enclosure Can also be used as a long (7 crn x 12.3 cm). high impact. junction box for splicing pump, pump swrld). and pump power. cones on resistant polypropylene. Meets NEC slunca?; 'Or )unction hoses nousing lot use in sewage and AN L four ; 8 rieter, nr: %er rc J am: I.1lu 11 tjirI pct ru!1 S ;)O ble water up to 140'F (6UC) Maximum Water Depth: 3:; feel (g meters) I- ,si Electrical: 5 amps 125 VAU+250 VAC, S716C Hz SE Rh ous PO Box 1708, Uelrcil Lanes. MN 56502 1-888-DIAL-SA • 1-216-f347-1317 1-218-8474617 Fax SEE BACKSIDE FOR ORDERING INFORMATION. email. sle&-,jerhombus corn SEE PRICE BOOK FOR LIST PRICE. www.sjerhombus.com 79 ~FFILTRATOR' IM-1 60 • Strong injection melded polypropylene t construction Lightweight plastic construction and delivery lifting lugs allow for easy ce'l delivery and handling ¢ 1 Integral heavy-duty green lids that ' i interconnect with TWO risers and pipe riser solutions -r~rr~~•± i~.rriy,, e~_,,~ Structurally reinforced access ports elvninate distortion during installation and pump-outs 3 Reinforced structural ribbing and fiberglass bulkheads offer ad :itional strength Can be installed with 6' to 48' of cover The Infiltrator IM-10130 is a lightweight strong and durable sep'ic tank. Can be pumped dry during This watertight tank design is offered with Infiltrator's line of custom-fit pump-outs risers and heavy-duty lids. Infiltrator infection molded tanks provide a Suitable for use as a septic tank, purTip revolutionary improvement in plastic septic tank design, offering long-term tank, or rainwater (ron-potable) tank exceptional strength and watertightness. No special water titling requirements Inlet Side are necessary • The tank may be backfilled with suitable TANK CUTAWAY Infiltrator - native so l bee Tstallation -nstructions TtV oisnr Sysinn ~ ,i~ for guidance. ii tr Partition.: baffle wall, v A' HEAVY DUTY LID CUTAWAY F } Reinforced ;i' F74 structural 'r t le i ; access port n.i f Structural Y+ bulkheads j' MID-SEAM CUTAWAY Heinforced water tight mid-seam r gaskeied conneot~on INFILTRATOR P•,~na'.,;r~.: ~1 1 vr ~=nl RI Innovative Wastewater Treatment Solutions Quick4. INFILTRATOR` The QuicU4' Pius Standard Chamber Quick4l Plus' Series ~Y The Quick4 Plus Standard Chamber offers maximum strength through its two center structural columns.. This chamber can be installed in a 36-inch-wide trench. Like the original line of Quick4 chambers. it offers advanced contouring capability with its Contour Swivel i Connection- which permits turns up to 15-degrees, right or left. It is also available in four-foot lengths to provide optimal installation flexibility. The Quick4 Plus All-in-One 12 Qtrlckµ Nlu_. Standard Chamber Cent fits. Endcap, and the Quick4 Periscope Two center structural columns offer increased stability and superior strength are available with this chamber, Advanced contouring connections providing increased flexibility in system configurations. • Latching mechanism allows for quick installation Four-foot chamber lengths are easy to handle and install Supports wheel loads of 16,000 Ibs/axle with 12" of cover Maximum Strength Ouickill Plus Standard Cham r : Specifications size Quick4 Plus Ail-in-One 12 Endcap Quick4 Plus All-in-One Periscope 34"w x 53"L x 12"H Benefits: Benefits: (864 min x 1346 mm x 305 mm) May be used at the end of chamber Allows for raised invert installations Effective length row for an nlebounet or can be . 180" directional inletting 48" (1219 mm) installed mid-trench 12" raised invert is ideal for serial - - Mid-trench connection feature allows applications Louver Heigh construction of chamber rows with 8" (203 mm) center feed, as an alternative to - - inletting at the ends of chamber rows storage capacity Center-feed connection allows for 47 gal (178 L) easy installation of serial distribution - systems Invert Heigh Cedjr d by the lolwrlational 0.6" (15 mm), 5.3" 135 mm), Pipe connection options include ( Associatron of Pgnnning 8.0" (203 mm), 12.7" (323 mm) sides, ends or top and Memanical Officials (IAPMO) APPROVED in • r / r q r Pr/ducls Catalog Effluent Filters Biotube° FT Series Base Inlet Effluent Filters (Fr) !Yencc San-be' FT '_enes Etnse Inlet Fdluent Fitters remove about live. 'hints of s~spendeo sol ds Fan Auert helping extend dfainfield fife. They hare the dov area Of a Ibll-size filter ~n a small package for short septic ranks- Biotube` Fl Series Base Inlet Effluent Filters are installed on the Sr.Cndllle 40 or Type 3334 outlet pipe 01 a nmv er existing tank They tnma et fit a filter cartridge. PVC housing, and an exteodablo P;4; l audle. An n-ptiatal overflow plate is avaiiab le fix 8-irnir ;7i in mm I rr(Tuels to m event d!Uent from bypassing the filter it it clogs • 8-irch ,209-.mw) roninal title, d ametei * 14-m; h i36E.-mini filter height, slandarl • 2i r;.h 1659 mm) tiering height srani l3r • Ir8-inch ;3-mml or 1.16-ineh 0 S-rani Tilt r in::;- o:co 3bi_ . romosinn-pcof constrw:onn • Faterulable handle • Easy to clear • Optional overflow plate evaiable R:atuhe ` lI Senes Base Inlet Effluent FSlfers • Optional float elta available lor high-leveA alarm assemtly • Hign-level alarm assembly ordered separately (see "Heat SwCh sernblles' ~h :Fe -Prcfud Ordering Information' section of the c2-7al,n,o Sample Product Codes* • ~T;822-14B-Mtube"fTfilter. 8-inch 1200 Mint l 1 Iron l30(-nnnl filler I,vi9w base inlet I +72-14H-FSO - Biotube' FT f1tef, 8.1101(200-1irm) I am.:tm • I n irch t3b6-mm) tiller height, base into:, cverttoa plate instaiec rcrr,; n; rv wi!>r:ar i9r U '1,, sw MrsJworptq ST. CROIX COUNTY SLPTIC TANK MAINTLNANCF..AGRITMENT AND OWNERSHIP CERTIFICATION FORM Owner 1311ycl Mailing Address 2c) ze1 S:~Y f4- Ptop rtyAddress 7Z ZGT Sk pr ins W\ C![)Z (Veri(tcation required front Planning k Zoning Department for new construction.) City.Statc M Parcel IdentificationNumbcr LEGAL DESCRIPTION Property Location zE 'ia , % v, , sec. Ac . I -~01 N R I-Lw, Town of , I Av m.U t d Subdivision Plar. Lot # Certified Survey Map # Volume Page # Warranty Deed # (before 2007)Volume Page # Spec house yes no Lot lines identifiable vcs no SYSTEM MAINTENANCE AND OWNER CERTIFICATION Improper use and maintenance of your septic system could result in its premature failure to handle wastes. Proper maintenance consists of pumping out the septic tank every three years or sooner, if needed, by a licensed pumper. What you put into the system can affect the function of the septic tank as a treatment stage in the waste disposal system. Owner maintenance responsibilities are specified in §Counn. 83.52(1) and in Chapter 12 - St. Croix County Sanitary Ordinance, The property owner agrees to submit to St. Croix County planning & Zoning Department a certification form, sipne(l by the owner and by a master plumber, loumeymau plumber, restricted plumber or a licensed pumper veritying that ( I ) the on-site rvnsicwater disposal system is in proper operating; condition an&or 121 after inspection and pumpmu, i if necessary). the septic rank is less than I' i fill of sludge Vwc, the undersigned have read the above requirements and agree to maintain the private sewage disposal system with the standards set forth, herein, as set by the Department of Commerce and the Department of Natural Resources, State of Wisconsin. Certification stating that your septic system has been maintained must be completed and returned to the St. Croix County Planning & Zoning Department within 30 days of the three year expiration date. Vwc certify that all statements on this form are true to the best of my!our knowledge. [/we aria are the owner(s) of the property described above, by virtue of a warranty deed recorded in Register of Deeds Office. Number of bedrooms _ S %YO'F- APPLICANT(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 Office and a copy of the certified survey map if reference is made in the warranty deed. (REV. 08/05) (j I I wiscons:n Deli roil l o(pxnrll 7019 p SOIL ATION REPORT Page I of 3 Ow sior of Sate and 8t(ll~nljs in acccrd~nce wish Comm 85, Wns Adm. Code Attach compiefe s e I' county St. Croix yytt pp 911 p2Nerddl lii9g. t"'112 x 11 ruches in size Pan most include, but noLlj[jl}Adld. velticarand horzontal reference point (BM), direction and parcel I.U. percent slope scale w dunensror» north avow and location and distance to nearest road. oil 41(160-9(i-00(1 Please print all information. Rew d by Dal°ri zonal inf~.....mn you ~-"du may De uu l fw lar.Onduy purpoeM Wmal Law, 9 15 04 111 (m): :54Z Property Owner Property location (65-19) Becky Fggen Govt Lol SF i/4 .'L 114 S 6 T '9 N R 17 Ora Prcpefty Owner's Mai'Ing Address Lot Al Blodc 0 Subd Name or SMM 720 200th street I _ City State Zip Code P•lone Number iy OVillage • Town Nearest Road Baldwin %Vl 54W2 6 2802 , ( ~ 2-805 _40th slrcet New Construmon Use E] Residential/ Number of bedrooms Code derived design flow rate 450 GPD Replacement _ ID Public or mmiraircial - Describe _ 'arent material Loess over Ill I Flood Plain elevation 0 applicable < , fl Al all comments Install In Around Non pressure system. , l'sc . 4 loading (SCL.) , 4 ('ells of chamber: 14 each cell and recommendations z&il Al fi I Boring p Boring L LJ pit Graundsudaceelev. 95.9 fl Depth to Idlxeng factor 6-' in. Soil Appbcallon Rate j Horizon Depth Dormnam Color Redox Description Texture Stiuchwe Consistence Boundary Roots 6P1 tl in. Munsell Ou. Sz Cont Color Cat Sz. Sh. •E"l 'E8ii2 IAI 0-8 7Svr2.52 sit 21'gr myfr as 'f11m 6 A 26'TI 8-i8 75vr54 it _ .':'shL Invfr cs I0 2n1 6 .8 3('2 18-24 7.5)ri Ll 'Cl 2msbk mfi ;s 2m 4 .6 4C'_ 24.62 51156 cel Zfgr ntli s 5('2 62-70 5yr5;Ci ri 9rr6?! - - _ _ _ •cl .ingt ,alum: ors ~ - Iteannes nnar tighter eoJ' t~ tj D" r Boring a Boring 95.9 -~Y•\N` -62 Pit Ground surface elev. fl. OepM to liming factor in, Soil liwlion Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/fF in Munsell pu Sz. Cont. CWtx Gr. Sz Sn. •ENM1 'EfNf2 1,11 0-2 7.5)r2Sr'2 if 2Bs1 2-18 7.5vr5~4 - sil 3C2 18-24 7.5) r5;3 scl - - - - 4(*2 2462 SvrS/6 scl - - - - - 01 EfBuen[ e1 = BODE > 30 < 22C rrlgA and 5 >20 < 150 nt = BOO- < 30 mg/L and TSS < 30 n1grL CST Name (Please Pam) Sgn lure CST Number Lewis Nook 253976 Address Date vahratio onducted Telephone Number E7818 Count) F. Menomonie 154751 5-17-2019 715-_'31.7375 Propsry Owner_ (65-19) Beck% L._. en ParceIID# 180-1060-90-100 j Page -of ` B 3 Boring # f3onng - . 95.9 ❑ Pit Ground surface elev Depth to limiting factor '6 in. Sal App tication Rate Horizon Depth Domment Color Redick Descnptr Texture Struau•e Consistence Boundary Roots GPDAt In Munsell Qu Sz Cont. Color Gr Sz S_h. _ 'EM#1 'Eff#2 I M 0-3 7.5yr2.52 2BSI 3'19 7.5yr5 rq l 2('.2 1925 7.5) r5; >cl 4('2 n5-62 5vr5+6 icl SCL makes cast but will not ribbon 1 Boring # a Boring C__J ❑ Pit Ground surface eev it Depth to limiting factor in _ So,' licatlon Ratr. Horizon Depth Dominant Color Redo) Descr"on To xture S1ruaU'e Consistence Boundary Roots GPDAf i 19 MunseN Qu Sz Cont. Color Gr Sz. Sh •Efl#I •Eg#2 U Boring # eainq gPit Ground surface elev. H Depth to hrtqrg factor in _ _ _ Sal Application Rale_ Horizon Oepth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPDtff of Munsell Qu Sz Cont Color Gr Sz. Sh. •E"l 'Etl#2 Effluent = BOD, > 30 < 220 mg/L and TSS >30 - 150 mg/L - Effluent #2 - 600i < 30 mgt and I SS < 30 mgn. I-he Department of Commerce is an equal opportunih service prov dermd employer I f \ ou need assistance h, accc, services or need material in in alternate formal, please contact the depart nerve at 608-'_66-1151 or T I ) 608-264-8777. 41U !_1911 vu N 11 11y X )rt ` I T - C SOIL EVALUATION Scale. 1' - 20 SYSTEM PAGE ~7$fs31 )o 40 SITE MAP [ j~I n' PLOT PLAN PkOJEC`IVAM[: 5, m.sicrut.cvr --_450 _GP-) (65-19) Beck E en Altad, design flow wtculahone for commeruel plans. Prm~FCT A99aeS5. 720 2001h SL Baldwin, WI Pipe Material ~ ASTM Standard [Tables 384.30-3 8 384.39-5) nM 9ymen I aM Ba+.db, 100 D 2665 Ft 2•• p_5 l,. tare Mtir eEt oemrel n.. _ Base of horizontal siding _ Safe (:rser.rt [!SI iryln~xs rein cv IMPORTANT: of Teased Area ~symnN; oappUCauet. 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