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HomeMy WebLinkAbout034-1041-70-001 Wisconsin Department of Commerce PRIVATE SEWAGE SYSTEM County: St. Croix Safety and Building Division INSPECTION REPORT Sanitary Permit No: (ATTACH TO PERMIT) 597457 GENERAL INFORMATION State Plan ID No Personal information you provide may be used for secondary purposes [Privacy Law, s.15.04 (1)(m)] 2978549 Permit Holder's Name: City Village Township Parcel Tax No: JOSH & ASHLEY WILDENBERG TOWN OF SPRINGFIELD 034-1041-70-001 CST BM Elev: Insp. BM Elev: BM Description: Section/Town/Range/Map No: 18.29.15.277A-10 TANK INFORMATION ELEVATION DATA TYPE MANUFACTURER CAPACITY STATION BS HI FS ELEV. 16 0, 1 A Septic Benchmark L90. o Li 1 e L-P, 7 , _ y lob, -(08 Dosing Alt. Ca 7~' / 9'/. /3 Co a UV-P Aeration Bldg. Sewer 41 V-7,75' Holding St/Ht inlet 0 47,% Slo tf TANK SETBACK INFORMATION St/Ht Outlet TANK TO P/L WELL BLDG. ent to Intake ROAD Dt Inlet Septic t7 Zid/ '57 33 Dt Bottom ~ !Z • $3• t5 -I Dosing 5 i 3c3 t Header/Man. t L S Aeration Dist. Pipe I / Holding Bot. System 7•b. (.I PUMP/SIPHON INFORMATION Final Grade S. L Manufacturer V -V' GPM nd St C r i I' % 23 HP-45 9/-/3 ~ 7 Model Number Z•J TDH Lift Friction Loss System Head FDH Forcemain Length Dia. Dist. to Well z z 7 SOIL ABSORPTION SYSTEM BED/TRENCH Width Length No. Of nch PIT DII1ZN`ONS No Of Pits Inside Dia. Liquid Depth V DIMENSIONS rn C Y' ✓ e SETBACK SYSTEM TO P/L BLDG WELL LAKE/STREAM LEACHING Manufacturer: INFORMATION CHAMBER OR Type ystem: / &13 UNIT Model Number: d J uti i DISTRIBUTION SYSTEM Header/Manifold Distribution ix Hole Size Ix Hole Spacin Vent Air In ake / Pipe(s) Length-- 3- Length 7.5 Dia / Spacing SOIL COVER x Pressure Systems Only xx Mound Or At-Grade Systems Only a H,~ III Depth Over Depth Over xx Depth of i xx Seeded/Sodded xx Mulched Bed/Trench Center It , Q•G Bed/Trench Edges Topsoil 1~yP~ No Yes _ No of COMMENTS: (Include code discrepencies, persons present, etc.) e:,:~spection #1:`IO/ o I q Inspection #2: Location: 2721 CTY RD E PLDyJ, c*4v1 pkV0 041 1.) Alt BM Description = S a _ r _ n 2.) Bldg sewer length = Abi 0► ~~{L, ""~.OC - amount of cover = If Aj~b 4-1- 0^ 7 /q Plan revision Required? Yes XP o Z-9 ^f ~'ll Use other side for additional information.I SBD-6710 (R.3/97) Date Insepctor' ignature Cert. No. ECEIVED rtasit ;County 1400 E Washington Ave ~j C ItolX S - P. 1. Box 7 162 i Sanitary Permit Dumber to be fitted in b, To.} AUG 2 3 2017 Madison- W1 53-1,07-7162 Stale '?'rat Lion N ub ,oMMUNIT1 08MO)I i~ 1=I ! pplica i®n 1 g ` i in accordance w th SPS x8121(2 t, -is- Adm. Code, submission of this faint fo the appropriate uoventniental unit i d Pject Address (if different than mailinc address' i~ required prior to obtaining: a sanitan, permit. Note: Application forms for state-o.cned POWI'S are submitf l)v Department of Safe and Professional Se Fees. Personal intornation you rovide may be used for securooscs in accordance w ith the P vac Lai s i 04(l)(m), St<_t;. / tt tt lpplication information Please Print ..All information 7.7 Go. Wd. ~ ronery OFtner's Name cel n r . 76 - I'mperty Owier s Mailing Address - Propeny Location .3Jo ya.Sc.J JT. i <k,vt. Lot i State zip co", tphone '=.tiumher Section ,T9 N: R /s {circle one i CJOlOU/LGg [,t/.L I rj/~a2~ ~Sj ln$Y- 9/,~3 f Type of Building (etleek all that apply) 3 Subdivision Name i or ? f=attu[y Dwelling - Number ol-I3edrocums _ dab I Stock 1 PubliciCortmercial-Describe I'sei t3C~e}*of _ l nin a ~ of sJ State Qti;ned - Describe Used 'A•9 Nu _-_L,_ ~ - P9 i own if SJOW/A/4 AMMO - - i (o X 75 -E~~ - - - Ifl Type of hermit: (Check onh one trot on tine A. Complete tine R if applicat]le} ❑ Replacemen€ System ~ ❑ Tre.:tmLntfHolding'tank Replacement t;nIv i L Cttber?vSoatOcatton tr, ExititinSystem (explain) I 8i9Nc -Stistem List Previous Permit Number and Date Issued €3. D Permit Renewal l Permit Revision i D Change of Plumber i D Permit Transfer to ett i Before Expiration + f Order 99 1 IV. Type of P0N'P'TS S>,stem/ComponentlDrvice: (Check all that D Non-Pressurized in-Ground i Pressurized in-Ground At-Grade X 1lound > =a in. of suitable soil i7 .looond < i of suitable ;ail i D I loldin2 Tank fD Other Dispersal Component i `:plain) 7, pretreaamrem Devscc (expiaic?_-- _ i ~'~t7isperc 3tlTreatt nt area Information: (sf j Svste on GeW 7--av2 Design Plod i1,pd) Desisn Soil Applicattaa (zodstl Dispcrat Area Required `Dispersal Area Prom). y~S© 1. o ysa 1 f Z~ i 5°S© /'~J; 9.7 e 99. ~ ' - ?otal - of i %'kintttr_cturer V1. Tank Info Canacitt in ellons i Gallons -mis II 2 j S puc of , / E E CQ~ _ /coo D un~ C}u2mb~~ O rt it ~ , t x'41. Responsibility Statement- 1. the undersigned, assume responsibility Far "111 °:tllution of the POWTS shown on the attached plans. Plumber' s Name (Print) - Plumbers Stn :r1 MP/ Number 1 Haziness Phone Number i ! a? 31 YG -71S- G 7.2 Plunthers Address (Street, City, State. Zip Cade) i I i a'III. >tint rl~eTiartrrent g.lse Only - Pe-rnii Fee Date slued lss tn~, t . rt Signature 1-7 re r u ' W f V L•~ _ i_ . < t,ztll-z } ,fkjoD"%a-l;t 3l 3~ Ge,n.~ to t arxl~ ` S f ov tlis{i8rr>Ai +O Inuit all be sMi tcQS >f mt4 ,^g~ . J Ment plan provided by plumber. Z 'Alf i+eriern~s •t~l+~t.k~ _r.~nt~ fired 1- 1 ~ as per o kwo CO& / 4rdIrMnoes. -IN itac:t t~ cncrp tc tc nt:t„{ fur tl,c c~sleir: and suLni rs t3,e CounR nnSy- ernnol I=tlzyn ?C=> t I in ,ec itt size ' z ~66 4-b 4, ~ j U` ~ 4c it lk ` ` 't Ilk f 1 j{ Zt, i 1 et e t s f i 11t ~t 11 ~ ~ In' j DIVISION OF INDUSTRY SERVICES 10541 N RANCH RD HAYWARD WI 54843-6462 t Q Contact Through Relay http://dsps.wi.gov/programs/industry-services www.wisconsin. ov ~~Zssror Scott Walker, Governor Laura Gutierrez, Secretary August 15, 2017 CUST ID No. 231346 ATTN. PO WTS Inspector JOHN HERBERT PELKE ZONING OFFICE PELKE PLUMBING ST CROIX COUNTY SPIA N6298 ST HWY 25 1101 CARMICHAEL RD DURAND WI 54736 HUDSON WI 54016-7708 CONDITIONAL APPROVAL PLAN APPROVAL EXPIRES: 08/15/2019 Identification Numbers Transaction ID No. 2978549 SITE: Site ID No. 840940 Josh & Ashley Wildenberg Please refer to both identification numbers, N? y~ A( 2721 CTH E above, in all correspondence with the agency. Town of Springfield ' C St Croix County ~c NE 1/4, NW 1/4, S18, T29N, R15W ,s FOR: (1~ OF Description: Mound, 3 bedroom residence Object Type: POWTS Component Manual Regulated Object ID No.: 1719015 Maintenance required; 450 GPD Flow rate; 29 in Soil minimum depth to limiting factor from original grade; Syste1li(s): EZflow Mound Component Manual, (R. 7/12), Pressure Distribution Component Manual - Ver. 2.0, SBD-10706-P-`_ (N.01/01, 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, stars. The following conditions shall be met during construction or installation and prior to occupancy or use: Key Item(s) • In the event this soil absorption system or any of its component parts malfunctions so as to create a health hazard, the property owner must follow the contingency plan as described in the approved plans. In addition, the owner must insure that the operation, maintenance and monitoring duties as described in section VIII of the mound component manual are complied with. A copy of this information must be given to the owner upon completion of the project. • The gravelless system components must be installed in accordance with the manufacturer's printed instructions, the plan approval, and SPS 383 system sizing criteria. If there is a conflict between the manufacturer's instructions and the plan approval, the plan approval and code requirements will take precedence. Reminder • The orientation of the mound system must be such that the longest dimension is oriented along the surface contour per SPS 383.44(6)(a)2. • Limit activities in the area 15' beyond the down slope edge of the mound per Mound Component Manual. • Surface water drainage shall be diverted away from the system area per Mound Component Manual. 1 JOHN HERBERT PELKE Paae 2 8/15/20'17 • Materials shall conform to the requirements of SPS 384. • Maintain well and waterline set backs per SPS 383.43(8)(i). Consult the Department of Natural Resources for well setbacks and other regulations and exceptions. 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/instal lati on/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. The above left addressee shall provide a copy of this letter and the POWTS management plan to the owner and any others who are responsible for the installation, operation or maintenance of the POWTS. Sincerely, Fee Required $ 250.00 Fee Received $ 250.00 Balance Due $ 0.00 Patricia L Shandorf WiSMART code: 7633 POWTS Plan Reviewer, Division of Industry Services (715) 634-7810, Fax: (715) 634-5150, M - F 8:00 a.m. - 4:45 p.m. pat. shandorf@wisconsin.gov cc: Edwin A Taylor, Wastewater Specialist, (715) 634-3484, Monday - Friday 8:00 am To 4:30 pm JOHN HERBERT PELKE Page 2 3/1;/20'17 • Materials shall conform to the requirements of SPS 384. • Maintain well and waterline set backs per SPS 383.43(8)(i). Consult the Department ofNatural Resources for well setbacks and other regulations and exceptions. 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. + The above left addressee shall provide a copy of this letter and the POWTS management plan to the owner and any others who are responsible for the installation, operation or maintenance of the POWTS. Sincerely, Fee Required S 250.00 Fee Received $ 250.00 Balance Due $ 0.00 Patricia L Shandorf WISMART code: 7633 POWTS Plan Reviewer, Division of Industry Services (715) 634-7810, Fax: (715) 634-5150 , M - F 8:00 a.m. - 4:45 p.m. p at. shandorf@.wis c o ns in. go v cc: Edwin A Taylor, Wastewater Specialist, (715) 634-3484, Monday - Friday 8:00 am To 4:30 pm ~F 2 1 2017 ,,'_i S ERVICF``. a-s- l nom=, W to tv ~ d L, M~en~L i S--g j M hdem d Page e: Gil OOePUdt .J yG.?8 912 AND ES S4 _ TT 1 pap, 7 Pap 2 pagf, . ~Zq m7° a G ^ rJFI -r frr~ i did d~ ~ lf~b✓.e~® Page 4 pw J'f1is' fFfL 1'"J/t.if.~aaJGC /✓'✓~cl p t .r`'~Gd3{•.PafA,Jce .~ftdsdt L ' .r"..~',l6'C~Y3lv.~✓♦~~Ys1J Parma, 9 •d Pago -moo a L67.zv Dm: Su= to 1~le poliowing ' _ -,~'~d~,~'`i.~"~~t.'~" fs'✓.2fG3p~'_f_.>`ate?--~C~~~s~~~'J~.~`~--i'-~~eiffa,jL' C>~ ~~'r3fd-.~~- _w`'"~"t~-,~v'~t~'+°~~-s~_~.~} s4 ,,'8` l t r,~~ ~,-l VA v ~ Im (1) fl nN 41 v~~~ v `J. til f a s "Zk OKI to IQ4 C e 9 ~14 vi j"t J ,q ~ :y~ L' '3 j '~iV 4*, i• ''1 `dam rj. gill - „a ° '`4i ~ ~ ~a 9 . sv s ,i pi, U 4 .c - ~ - r~ tarp'. S~ ~ - \ ~ t r• c`f` ~ '`r t' ~ yE~ ~Stay Yae Y t ~p5 w'~ t S" I sat ~Yi `j Z °V CD tig ,g, u Y.rA ~ ii r ' y,-i3 Q g c ti •y _ i~ NIS b fy Chi "~S) C - ~ ~ RP 534- y a 1~ Ater. Cyr i Z-P i L ~ Va lit _ a l ~ d 17 _ cN LL. Irv 2 t 4~ 4-S 43 • o ca c~ ~ ° `n ru •rp ¢L r -7 m ffi E w CL o c ~ TRAMMS NOT TO ME) f i%i,^.MHQLm RISER & COVER - _ . j " tI i.. G ME Fr~2r `•.7 'tic.7~ I~t td t~1}S W cF ~f O I oit;pe gwounQ Sul-face 3wwy ii? fl r TIORAM Anchor M(s) as ln aniiore s; few, pCOpar diraigage', fr~ 3 n3dl c ^L FS i2ni u3 'J 3814351, f' tFn 3 L cCGvc FWv 10.05r. ~ r ;hr~•i :zi) i i L G ~;a_~ c.:;I2F r a aE2 n s rece.~~ - / „UR, G SEVVER ,v x n S nU.B f' 'Yei~ f I' J 1 t?p a Fla i ?t t r I. Il l..r.i,-YRil.AL k-!.ar,,vtv.~t3y>,. Ilvczad 1 r iUr?C I I OK, 1 0U, ~ ~ - ,xM it 3u6\'E ! tsiabft.rtLi' fa ate E Y f i GSG Ii 4 17 - 1 3 i i )}7SEi. i ==EA I i t - r 1, { ' 3f3t `t.i D: tii>rt (Ei47Eit efdL:?}fJ F:: + t ' r-f ^1u...f _--t , sc~t:i..~::b:e.} _ ~//r1'/~'rf r1/r%f•~.rri~;Ivr'rilrrrriryi('_..' 1 i , v~~l r. r; r r f r- i ~ 's3✓/fr,rlrrrri/ f.'Ij"-l,flftl, i rlf/frp'`!,•/p, r r I f ""41:u rr 1r''lrflfSt..-a'l- lr/Jllfrfr!r ef/ f, r r " 3tai_ .,~~~'jf f✓f!liCf tC+' lfil{sfrf} irff l! ¢rii ' R./if/f ffd! rlrl/fffrf , t f/rte~ f pr w; ! , 1 ~ i~~I I.l. d.-r. 1, frd`!/irr i i_r ~zc~r I ON ° i:';LE : E i FI'~7 Rte i~t tt l r on -tt~t',7 f' ":ee o*D2t ls`, AFFR0•tfIE Z- . FFt UIE1 7 FI ER i r ~LJE~tr 4 ~ ; f e42' = ~ tlilLrll €U_:stj OF vet Y}4t 1 . ; ~B r BEDDING ~+SLlNEx+, N i AAE pt} :c PLD i EFFLUENT FALl ER R E ;vil'`.i+'-L`LEE'7 iOit+tPONE11 { an ; ie !i?CttiCP; ~ f`fd' ~f a1 C a °i r DV~!F !flail f wasiev,.a er ;lov]S t 5 pli/P>_ mp iank mode! 1 c~a' Number of daily doses S: W X19.2 ~.i;=lr5i iisdrfUtct;tvfa2i .J. ~r~o='•at.•S / Alan in model nu ibvr if me ff ti3 /1 ~7Ya x . /L 3 Ty pe of ?t`rl;Wl~~i~t i~ ~~v Iit7f dose ~.rcl~ime ( aallonvl lo7S7- 39.1= ~ . ±!E',?ei}! pi..;iiip 'VlQni„IMu er ZC3El I Mush ;)f.mp model t°i.I?ti1bar P!JsfJjrP- TANK CPtPACI ILU rYrS"'j ve aLo t ; aiatr:.; /8 302L Q Hons pump dlsc?aFe iSG ( Stii t.5~ ?;Iai47t il~ai 2lao~'c T~ in~I?i;s S Gl!onS (C) Et ini toa1i um ~1 e1o! ~I01? jx @2Sti r. . j CICIlL'S = 1,?S. 7 slons (B) i '4rticaI iI yo~urrac off €c distribuiion iaG~rai ! r 09 goat above tank bottom 8.0 incites = 13!y / gailonis (A) j v s,akem stead Qial pressurs n 1.3 feet! u. ~ TANK DIMENSIONS ~ PUMP Ctdki't!EftSP CiFIiRTfONS _ =rCg n I()ss in the fofcernainejXb xt?i4 Width -141 Ly lflt tiG IiL' ! 1 c ml 3 i ei+ylli r!{ r^ Liquid dfep"n U0. t. .a op h Ch 1c~. 7, ! i h TOTAL DYNAMIC HEADfFLOW PUMP PERFORMANCE CURVE PER MINUTE. € ODE-L 151;'52153 EFFLUENT AND DEWATERING 14 I~ I MODEL ! 151 152 _ 4 153 , -~'-1 Ga. G:es ~ Liters _ 1as 63 '263 T 2~~ L Is2 1 16 3.v ' 15~` 570 211 7 1T-11- ~T26= 4,6y 38 94t 5w1 '-N1 51 23} 4 is" 61 -29 '110 167 8-1 2 7.C 16~ 61 34 ; 12J 'Sc o ? 1 -Ji 125 r-r- 07 23.. A7 22 65 - 1U- _ Shwt_;SHvad' 36 a(5_in•,i 38 ittt'XT-) ,13_1rii - 1 } ntssclas Model Models 1521 1153 7- 71, 1a <c va c C, a 3n TO rt LONSS t _ TIERS 0 6 'J 12:1 =-1 2v'il 2 z 2£6 _J -aD 9-7 14 • Timed dosing panels available. Electrical alternators, for duplex systems. are available and supplied with an alarm. • Variable level control switches are available or controlling single phase systems. ! • Double piggyback variable level float switches are available - ! for variable level long and short cycle controls. _ • Sealed Qtwik-Box available for outdoor installations. See t 12 14 RM1420. i - . Over 130--(5,1`C) special quotation required. 21, w 15it'1521153 MODELS Control Selection Model volts --Oh t@ode Amps Simplex - Du :a% r,l151 .I its z _ her bt7 203 _ ' bN151. _ Auto ^.U included 2 or 3 E151 230 t Non 32 i -r 2 0 3 - - Bc151 2s4 fiu o 2 in :uded 2 c s _ "Easy assembly" N1;2 115 a Jan 8-5 1_-- 2 or 3 t (p n 8 d scha g= pipe 1 5ht 52 ? 15 Auto 8,5 'nclud d 2 or 3 net included.) 52 231 = mutt 1 ~ 1 c or 3 - Bt1521 23o Auo -3- n uded 2or3- ij st N1oR 1 Non r D5 2or3 BN 53' 1 Auto 10.6 Ir uded 'or o r, i 1 E153 _._20 2or3 y1 BE15T4- 'Si _i AuS udBd 2or3 1. Single piggyback variable level float s-,,Ach or double piggyltac; variable level Reduce- potential clogging by debris. float switch. Refer to W0477. Replaces rocks, or bricks under the pump. 2. Sea FM0712 for correct model of Electrical Alternator e-Pak. Made of durable, noncorrosive ABS. I Variable levet cootrof sv itch 10-0743 used as a control activator, specify duplex Raises pump 2° off bottom of basin. (31 or 114) float system. Provides the ability to raise intake by adding sections o€1', " or 2" PVC piping. cAUStota Attaches securely to pump. Accommodates sump. dewatering and effluent applications. NOTE: Make sure float is free from obstruction. For unusual conditions a reserve safety factor is engineered into the design or every Zoeller p~smp. r~} Copyright 2008 Zoeller Co_ All rights reserved. ^ a[ %x~ lrt 3 r 511: i ;`'~'`«SNL1L©E•/S~'~ 1Septic Tani- wapactt; /®d~'J gal NA l S~ptic ivtanufactarer _ I~ S z ' t Permit 4 Etftrent F°=rer Niant?facttt:er 54W F' NI A I T)RES N r -0riE w ' Effluent Filter lviodel k NTH FR7 i lbzr of Bedrooms (I 1,10zD6bedroo 71; i Tank Capacity _ Z,60 gal C:, NA if ber of C orimereial Urlits ! ? Estimated, Pump Tank l anufacturer € '01r ad'r NIA ~Q , c=torso S ~dR1r4U ` - - T--'- t l purnp rata} ,,fac rer { ~a 1-1 NA ! Design flow (IPWF), estin.ated ° I S aal day, ? i ❑ g;A ump 1viodei t Soil Anplicatio tatt' _ /.Q c 2lita^c,' ry I ~rf Ei'atS3?Clltiiillt (uCt IAi 171ftiAentf iitu£tii Quality (Ef VA} } tkortlil,; .tie^iv1e ! ^L'1 SanCtrGrar?-1 Filtei rl meat F;Itcr Dais. Gil ci Grease ! OG) ! 3C ir_g T r7 'Mechanical Aeration M Welland i vl4iilc:nlle'il O:;,rgen Demand fl'1,I 4 ` M Disinfection ~ othe£: Total Suspended Solids tTSS) ',wun'cacturer: Ski oriel: Soil Absorption Cornpone t (n, NIA, Pretreated Effluent Quality (19 IN A) A« Monthly d«4~e I - r z _n f~, r ~ Tn-ground (pressurized) In-g Biocllt:rlical Durnarid {RQD5i _ 30 t` grade ~ 14~~fl1ii7G ` I otal Suspended Solids (TSS) I r r Dther: I() P71at ! Drip-lint fecal Colisorm (geonlett is meart ) f _ t P, 1 t 0 cFuia0rn1 } ! , erric,ai Distance an , $ot orri to Se.-vice ,.d a I. ~ ! ;ii>aurl f lttent Particle Siz i 'R inc' dhantc tc } Horizontal Distance Tank(s) w SeiZ`ioe Pad: .30 ~"2 FL rJ o .voce-3 s~ IJ A yttl Dispersal nc i_,ar l J`spersai Uni r l S ix. ,,)1' 'lN? _ 1l;crtio = rate = Area ?eol7iree - EISA (T rcncil7ldtu1 Units or Total Lent=il 3f;enctl(sl - t- nt' ems" Publication 9.6 (,SS eIN4P Manual) i r3ISi l M "Design or,Pressure Distribution 3 k ti`dt3r.,S for Sepue Tank-Soil Absorption "7Ci k=lot~,rtecll N-oiind %onlronent Manual'Vsrsion 19 zPlolt Mound Coniponer_ NlanuaF Version 8120/2007 ° e . 5E;~ 1005-1.-P t:.l l i_} c•. at-~retZe CUrti13D aena .tI`a GPw - r 'tJSt -a ~.~s a DS5t1'?t7LitzvfT" '-'er57t3n 2.0 M SBD - 10713-P 1~l.tliJfll i L'li1 rDIIA(°-.."`'7011 ,ihaol' Tlfik ,oZ34BOniWiit ii+'`tanl7a!" Version ?.0 S 1 - It 6a t P tit C31,~t, ~t'iound `component « ian-jal Version ?.G I SBD - 1065, ? (116'99) "Drip-liua Effluent Disposal Component Manual" I 9SBD - 10706-F (w.01/01) "Pressure Distribution Component ,vianuai Version 2.0 « tither - J' 1 ~ f Ptitrn?4riSUect taiil~f5). tncpct.t dtspc,sai eCll(sl 'viean kilter ?fit 1„Gsi 6n.:c eb~cr}`: ~ trios ws ~ E a:`s ~ :~t11CZ ^ " inspect pump ~ ;pump controls; alarm; pri:realriicnt t.iiit. s _ 'ear; o_.cr; i ~ } . ~ l At least once ever"- C C730i1 ~1S ~ ~ vi;ars ~ ~ tt~ ; Flush anc pr~sut-L test latery.s ~ - u _ x? 3 r w t y ~ _ : For net.- cor6trum:(3n, r iur io list; of the PO T S cheek tr•eaitmont tank(s) for the presence of painting. products or other chefnicals that may impede the t. °atment. process ..nnalor dwnage the dispersal cell(s) if Ligli concentrations 8' l IISL. u ~{~3~ _ v 't~ are detected have the contents of the `tank(s) fernoved by a septaLle set`vic-i g Jperat7' 4)il $'a Inen SGU r07-Gdtiars nz-e ;Zen ie'mIlit at e 5 10 :t."..ce. ne is icspoilsiblc for tht ape-£adun P-PQ ma:menance of One rs~`... `TTr i:il St2i)?i~255I - i' required r Or S -Me gquandt~, The property ow and quality of the --asic-water stream uf'ec-, d he perffiri-uance and lonae it't of }'JttrPO tS• the installation o`va+,•r savin:g appliances and fvau.res along ritth prompt pair of leaks cduccs tie ,xvas.tev ater voiarne. ~:.ISo the brie of tv'd.S v Ctr' ikai`.er softews. iron removal until, other clear vaie treatment sd vi.:cs anJ _oundation drains should be discharge to ui,: g ou..L St?r1i;uC "t:}1CTIC*.%::r iI:335t «I"r. I`.?!3if: t13i5 COOS include laun:' y vvastv', showers. dishv..raier, etc. This s,vstcir: is designed to handle domestic strengi[I -wastewatcr, howc-vQr tho disposal of food bused greases shit oiis_ mete Ibl l`l-ltit peels and seeds. bones, and Food solids such as those produced by garbage disposal should be Inininlized. Toilet tissue is tilt rnll= paper that should be dischargod into the syscarn. 00her on-b:vtleeradable iten-,s such as baby wipes_ tampons, sanitary napkins condoms, citgamtte butts, dental floss, and cotton swabs should not enter the sysrcrn. Chemicals such as petroleum, products, paint, Page 7 0 9