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HomeMy WebLinkAbout028-1025-50-200 Wisconsin Department of Commerce PRIVATE SEWAGE SYSTEM County: St. Croix Safety and Building Division INSPECTION REPORT Sanitary Permit No: 584709 GENERAL INFORMATION (ATTACH TO PERMIT) State Plan ID No: Personal information you provide may be used for secondary purposes [Privacy Law, s.15.04 (1)(m)] 2680673 Permit Holder's Name: City Village Township Parcel Tax No: Robert & Jami Passofaro TOWN OF RUSH RIVER 028-1025-50-200 CST BM Elev: Insp. BM Elev: BM Description: Section/Town/Range/Map No: 22.28.17.1488-20 TANK INFORMATION ELEVATION DATA TYPE MANUFACTURER CAPACITY STATION BS HI FS ELEV. Septic Benchmark Dosing Alt. BM rHf,'n Bldg . Sewer , 1 93 s g St/Ht Inlet ~Q rC I z . TANK SETBACK INFORMATION St/Ht Outlet TANK TO ' tP/L WELL BLDG. ent t Air Intake ROAD Dt Inlet Septic 11 3 7 Dt Bottom V ~ 1 Dosing 11-7 1 66 ' M 4:5 ~ Header/Man. 2.-Z( 460-71 Aeration Dist. Pipe 2. Z I /ia 74 Holding Bot. System Final Grade PUMP/SIPHON INFORMATION 1~ZI /6 t.7 Manufacturer GPM and St Cover J 3-7 /9 b ~ 1 Model Number 471"', ..rC TDH Lift , 4 Friction Loss System Hd TDH Forcemain Len O Dia.Z+ I ( Dist. to Well 6b - SOIL ABSORPTION YSTEM J, A BED/TRENCH Width Length No. Of~-enche PIT DIMENSIONS No. Of Pits Inside Dia. Liquid Depth DIMENSIONS I l.( le SETBACK SYSTEM TO P/L BLDG WELL LAKE/STREAM LEACHING Manufacturer: INFORMATION T CHAMBER OR ype~0stem: C' UNIT Model Number: DISTRIBUTION SYSTEM J Header/Manifold It Distribution Z ~I I x Hole Size it role Spacin Ven Air Int e / L Pipe(s) ~t 3. Length 3 Dia Length .7 Dia Spacing SOIL COVER x Pressure Systems Only xx Mound Or At-Grade Systems Only erL Depth Over Depth Over xx Depth of xx Seeded/Sodded xx ulched Bed/Trench Center +7~ Bed/Trench Edges Topsoil I Yes No Yes No COMMENTS: (Include code discrepencies, persons present, etc.) Inspection #1: < Inspection #2: Location: 260 190TH ST 1.) Alt BM Description = 1 2.) Bldg sewer length = -/Z Fla"J -s 4-Y - amount of cover = L;Insepctorr's `a O 6 ~ Plan revision Required? Yes No g l5 16 Use other side for additional informatXn Date Sign re Cert. No. SBD-6710 (R.3/97) du Services Division Counn 4 140 Washington Ave .Sr 6u -,X S~ MAR 2 5 2 L016 7~/ ? Box 7162 11 Sanitary Permit Number to be filled in by Co.) _S Madison. W1 53707-7162 -761 COUNTY COMMUNITY nEvr-Siffff. cff~ Permit Application State Transaction Numbermbe 3 In accordance with SPS 35321(2)_ Wis. Adm. Code. submission of this form to the appropriate governmental unit is required prior to obtaining a sanitary permit. Note: Application forms for state-owned POWTS are submitted to Project Address (if different than mailing address) the Department of Safety and Professional Services, Personal information you provide may be used for secondary u oses in accordance with the Privacv La-vv, s. 15.04(1)(m), Slats. 1. Application Information - Please Print All Information Propern• Owncrs Name ' Parcel 4 I 0 cS EAr " ,ar/, 0'-,4' 5 O a? 49 01?S'- s"o - do Property Owner's ?Mailing Address Property Location , rN Sr .;I :)_'aS, 1-7, 0740 /90 .1t1Ci •~1v j Govt. Lot Cite, State Zip Code Phone Number Section SE EVE a~.~ f !~J /9L D!r!/nJ Z.1l (circle one T aS N; R /7 # W ti. Type of Building (check all that apply) lot ,4 I or 2 Family Dwelling - Number of Bedrooms . 3 d Subdivision Name (~k Block t ❑ Public!Commercial - Describe Use p i ~-f+trof ❑ State Owned - Describe U Use CSbI Number (iHase of Town ol'T_~uSN L X IJac. /S A`, 4/0 9/ 111. Type of Permit: (Check only one box on line A- Complete line B if applicable) XNew System Replacement System ❑ Treatment/Holding Tani: Replacement Only ❑ Other Modification to Existing System (explain) ❑ Permit Renewal ❑ Permit Revision ❑ Change of Plumber ❑ Permit Transfer to New List Previous Permit Number and Date Issued Before Expiration Owner IV. Type of PONN TS System/Component/Device: (Check all that apply) ❑ Non-Pressurized in-Ground ❑ Pressurized In-Ground ❑ At-Grade K Utound > 24 in. of suitable soil ❑ Mound < 24 in. of sui[a e soil ❑ Holding Tank ❑ Other Dispersal Component (explain) ❑ Pretreatment Device (explain) ' V. Dis ersal/Trea nt Area Information: Design Flow (spd) Design Soil Applicatio;19111,A- _p f) Dispersal Area Required Dispersal Area Prop (st System Elevation ZAO rpV,t - se b ySo '/Sd t 27~ V1. Tank Info Capacity in Total 4 of Manufacturer Gallons Gallons Units L 23 N ew Tanks Existing Tanis 3 t i _ i ; v t Septic or Heaaiine. - v 400 - aeo / L✓iESe'.c La✓c,~rr~ Dosing Chamber Goa VII. Responsibility Statement- 1. the undersigned, assume responsibility, for installation of the POWTS shown on the attached plans. Plumbers Name (Print) Plumber's ture 14P;i# S Number Business Plmone Number Ofi~l ~E"L KE a? J?/ 3y6 7/S G 7.T -S•?GL Plumbers Address (Street- City, State. Zip Code) /r/ G 29,e Sr. r. ,S ~iI~n10 LtJl ,5"`✓736 R,\-Pmov ounty/D e artment Use Only ed ❑Dis Permit Fee Date sst" issuing nt Signature L I ❑ vner eason for Den a{ 6-i L • IX. Condi f6 1` easons far,?isapprovall 1. Ser Ite' r 2 Cr ` ti ci i III be sriic?s! rnaintairec,• J OVA J t ~r as Pef ;ravage rent plan pro tided by plumber. 2. AN setbapk rec}(airet aenrts trtUS t,t/d r aiM (r9tsd ~.e, are, 0% W SPRli AWO cods / 634b11i1m. Attach to complete plans for the system and submit the County onh• on paper not less than 8 12 x I1 inches in size SBD-6343 (R 08/14) I o* ~ i ~ I ~j y a I, 0 e cv~ 0 %VQ a 0 3 43 F~J"Y'TO s z V ` O 1 Nq 44 Yt. h Ilk q~ o ~ s a ti, a o a v~ 09 f'T o: 44 DIVISION OF INDUSTRY SERVICES 10541 N RANCH RD HAYWARD WI 54843-6462 Contact Through Relay http://dsps.wi.gov/programs/industry-services X~0 www.wisconsin.gov ?o-srov% i Scott Walker, Governor Dave Ross, Secretary March 18, 2016 CUST ID No. 231346 ATTN: POWTS 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: 03/18/2018 Identification Numbers Transaction ID No. 2680673 SITE: Site ID No. 822000 Robert & Jami Passofaro Please refer to both identification numbers, 260 196TH St above, in all correspondence with the agency. Town of Rush River St Croix County SE1/4, NE1/4, S22, T28N, R17W FOR: Description: Mound, 3 bedroom residence Object Type: POWTS Component Manual Regulated Object 1D No.: 1591030 Maintenance required; 450 GPD Flow rate; 24 in Soil minimum depth to limiting factor from original grade; System(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, stats. The following conditions shall be met during construction or installation and prior to occupancy or use: CONDITIONA APPROVE Key Item(s) DEPT OF SAFET • In the event this soil absorption system or any of its component parts malfunctions so as to create a healRiROFESSIONAL S hazard, the property owner must follow the contingency plan as described in the approved pla4th TR owner must insure that the operation, maintenance and monitoring duties as described in sectiomound component manual are complied with. A copy of this information must be given to the completion of the project. • The gravelless system components must be installed in accordance with the manufacturer's pri the plan approval, and SPS 383 system sizing criteria. If there is a conflict between the manufESPOND instructions and the plan approval, the plan ap proval and code requirements will take precedenReminder • 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. JOHN HERBERT PELKE Page 2 3/18/2016 • Materials shall conform to the requirements of SPS 384. • Maintain well and waterline set backs per SPS 383.43(8)(1). 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/in stallation/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: Pelke Plumbing & Well Drilling Inc Edwin A Taylor, Wastewater Specialist, (715) 634-3484, Monday - Friday 8:00 am To 4:30 pm JOHN HERBERT PELKE Page 2 3/18/2016 • Materials shall conform to the requirements of SPS 384. • Maintain well and waterline set backs per SPS 383.43(8)(1). 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 c onstruction/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 $ 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@wisc onsin.gov cc: Pelke Plumbing & Well Drilling Inc Edwin A Taylor, Wastewater Specialist, (715) 634-3484, Monday - Friday 8:00 am To 4:30 pm Ptivate Onsite Wastewater Treat en.t Systems. Index and'1Ie Page: ( ~,,,e+ ~a a: lob Ertl f ,TANI P/JS.faf,0~t0 - .~•~F3it. ~w~D /~ot,►Ts O€unees t~ M . N Ownees Addow: /9,, nto Sr: • ~AL,ok.~~, dJr SYoa,~ Leal D (rn. - - NC, 17A) icipaw- Tawu. VMW-., " ff*y►of CountT. . j 7: ~Rorx ~ubr3~v~ion~Came: Lot Number. Block Number. ParcelLD.Number. Oge- /aaS- So -.Paa Page I ~irJiOEx ;r; ' .5~1"I- Page 2 6~Go 6~d.e~•~ Page 3 /loss ~ E4 rio. y« aF / a, PW $ l.'1PE ~A r'E.It ~9Y~t uT" Wage 5 " u - EG ~ia~.a cs LY Page 6 ~u.+~t° roR~.~a~~' ~r✓Fp ) Y AND Pagel Fogs 452AAA4 I er&wart :RL'ICES ,r I= Ir " (SERVICES Page 9 ~L rErt /.~1f~ ivvrro.✓ ANN lr~L,CE ..icegsel=ber- A3 DameofDeser Dole. 3 - 3 -~6r E Sigua~ue: Dedped to the Follovjing POWS Componeit Manual and a -1.0 s 91-85 :;,C ( ¢ _,,v~E.SS~+•~E1asrzf~ru_as. ~o~rf'sd~-.~/uAi d€ir.~raw~+ 4-~+a7~«'-i°.lv. /41 Z ,7 F,eo[V /;~ouvG CoryPol✓Ber7~ IYANfi, !1€•tsio.~ 91.,461Woo7 P6,44e. r 0?0o90316 3 f~ 3" rf e Oj/1 eW r5' . dtL c~U,9«G~T/osJ J-t~ 4 ?'t r Q` IN ~.l a g ~ 0 ° ' u w O V '4 V h 0 fill °3t M V ~ O ~ 3 R 0 4 0 N~ o o, w a h Qom/ o v ~ ~ Z 04 J R Or d r Q P 000 a ~ .,off ~ ~ _ ~ R ~ _ ~ ~ c 4 +3 CC, t ~•,s• S~ A a O 4 e~ O O- a O Pt by ~ f C 1 m (A ti Q O ti ~ v M 4 Ila S• 4i ~,r~ ~ d+. Lam- ~0 Z It q M e fi : x. ~ - Va 4~ j,3 {b c,N U r O 4 Q 0 S.,` k ~ O ~ S 6 v p~$ m o a o 421 P4 94 m COMBINATION SEPTIC TAN19PUMP CHAMBER AX-SECTION /)Z,• (DRAWING NOT TO SCALE) FINAL GRADE MANHOLE RISER & COVER (stops ground sorracz way from (PerVS384.3 m & (8)) - 4-0 vest W PORTAN 1, manhale(s) torprow draatags) .Swift Tiom An.-hortantc(s) as neo-Rsary I 12`fAt. or 2M uabmss pursuant to SPS 353.:3(8)(9) r=1.bfthW Flood i kv.-lion. I AApTOYZa E;d--r+d manhole dw as nseasg'n,. / 81JOING SEtlt1ER va u (per •S AS 8230 (11D L I A sLEOTP40A1 pAI'Maa Locking P nhale JUhrCZ10Pr BOX tvrth Rif/2l7irng 1 1l`i-ched (typ l! Elarmce)cr acwtTlsiyTAh VV 1 SAS 5tS acrd t~:.96 f li ! i `ruin. IIT 2.3 it above Y/ MWOLE MANHOLE 18" mfrs. ~ " ~ Mkd r " 80-11WOF tr„t} t",i - ru e° r f~ r-3 w6en4 em ! _ I t ~ ~ (t~'a5t4rt2tRrltetLl} ~ ' ~ j q~fiiii iiirH f j i . _ If~rfff~/l~jf f 1f1fI f; ~~~lf l~,/f WLEr ffff n rfrlf~~ y~fffy,~ ~E"sT' • ~~iifi~/1"i~iii~i~if ~rffgf~~ 4; . F>,oa, OHFLOA7 4" 9 ET PEE I FILTERED OFF Saar (tu orbW APPROVED EFFLUENT FlLTl:R ~FFi ttElsl `!-is REARED ON t)lTfi Ei `t A a $9la/v6 •~l 9•i.°K Ci.T i_. .i_ e•i.f C.'{` ar►~•s s6 .LR MINIMUM OF 8° OF SWABLE BEDDING BE14EATH TANK PUMP PAD f Tank Manufacturer _ sE•c ~jd-,A gr,- DVJF (daily wastewater 710w) -To SPD Septic/Pump tank model 10,o* 1400 plumber of dally doses S. S /8 (DWF J actual dose volume) Alarm manufacturer S. X E Age ffd" I ~ Alarm model number 7-",< .4LE'.cr- ! Foment air volume /o. G : 65 9. 43 I ype of float s4Vkh _&E-,r a/tot Acttral doses i+oittms (gallons) 8/4 (total dose volume - vaturm of bcorrteb) 9.9..7 - /e. 49 = S d Effluent punp manufacturer Zo f"e A Effluent pump model number /S/ PUK4P TAWK CAPACITIES Reserve above atarrl _ Inches = 35,2 gallons Minimum pump discharge rate (GPM) ,7,, 6 8 Alarm rloai above on ROW. R _inches = .33: S -gallons (C) CInIOiF float measurrnent :f5' inches = gallons (B) 1 t/ertioal OR (pump off to distribution lateral) 9, s Off 108t above tank bo4om 7.5 inches ~ 1.75'7 gallons (A) system head (distal pressure n U feet) ,.3 TANK I)It E IONS & PUMP CHAMBER SPECIMATMNS Friction loss in the forcemaln d s r. aH = /0 '1 Total dynamic teed PH) /3.8 ~ Length /so Width 8Y ~ i Liquid depth j6 " Gallons per inch 16.76 TOTAL DYNAMIC HEADIFLOW ~G ' Qf PUMP PERFORMANCE CURVE PER MINUTE sD MODEL 151/1521153 EFFLUENT AND DEWATERING t 14 45 153 ao MODEL 151 152 153 12 Feet Meters Gal. Liters Gal. Ldm Gel. Liters 35 ~l I _ o = 752 , s 1.5 50 189 i 69 261 77 291 10 I 10 3.0 45 110 61 231 70 265 30 I 15 4.6 144 53 201 61 231 c 6 25 t5t 0 6.1 g 110 44 167 52 197 ;00 - 25 7.6 16 61 34 129 42 159 ° 6 20 30 91 - - 23 87 33 125 I 35 10.7 22 85 14- ' 40 122 - - - - 11 42 4 10 Shi Head: 30 ft. (91m) 38 ft. (11 15m) 44 it (13.4m) 'mss. 0145088 2 6 Model I_ 151 Models 1521153 ° I ,D 21 44 5D 7D DD 100 H r~b A GALLONS - 67132 67132 LITERS r'- 1012-~ r-~r AD 3 3&) 0 4D 8D 120 160 200 240 AD 320 0 360 3110 45M - 3718 4316 FLOW PER MINUTE 014508A yr-y~ - ry 1• -i / i s 7f8 I y„''° ~."'T 9 716 3 WS 3718 i i • Timed dosing panels available. j- • Electrical alternators, for duplex systems, are available and supplied with an alarm. ; _ i • Variable level control switches are available for controlling - - single phase systems. i • Double piggyback variable level float switches are available for variable level long and short cycle controls. • Sealed Qwik-Box available for outdoor installations. See 11 line l~ 121,18 L { FM1420, tl iq* 5 3M • Over 130°F (54°C) spaniel quotation required. I , 15n6 t t i ' SK2444 SK2064 15111521153 MODELS _Control Selection Model Yolts•Ph Mode j Am s Snnltex l Duplex M N151 115 i Non i 8.0 i_ 23 8N151 115 1 w Auto 6.0 Included 2or3 3 E151 230 1 Non 3.2 1 200 BE151 230 1 Auto . 3.2 Included ! 2or3 _ "Easy assembly" N152 115 1 Non 8.5 1 2 or 3 (pump & discharge poe SN152 115 1 Auto I 8.5 Included 2or3 not included.) E152 ; 230 1 Noll, 4.3 1 2 or 3 _ 8E152 230 1 Auto' 4.3 j Included 2or3 u N153 115 1 Non 10.5 1 2 or 3 BN153 115 1 Auto -ii 0.5 Included 2or3 E153 L230 1 I Non 5.3 1 2or3 6E153I 230 1 Auto 5.3 Included 2or3 1. Single piggyback variable level float switch or double piggyback variable level Reduces potential clogging by debris. float switch. Refer to FM0477. Replaces rocks or bricks under the pump. 2. See FM0712 for correct model of Electrical Alternator E Pak Made of durable, noncorrosive ABS. 3. Variable level control switch 10-0743 used as a control activator, specify duplex Raises pump 2" off bottom of basin. (3) or (4) float system. Provides the ability to raise intake by adding sections of I IN or 2" PVC piping. v CAUTION 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 of every Zoeller pump. 0 Copyright 2008 Zoeller Co. All rights reserved. POW72"S i) l 'S MA! -J,~' L AM iA.&Jd GErv-IErrI PLAN, FILE, '--,Arj-Fo-~~ Oziner tR T f .]"A/!►/ ASScsFA,tb S tic Tank Capaci ooa gaI © - Permit Septic Tank Manuficturer jyJj~rtsi loac !:1 -N sI$F FAR Ahn-IMIRe went Filter Manufactu er ~ ,BED r r ~:i;~ ~l /number of Bedrooms 100 ) { Effluent Fitter Model © N k \umber of Commercial Units Punt Taal- Ca act r 1 God gal El W."H Estimated flow (average) oo day -Pump TankManufseturer 6✓iasrR ~wc,r, El NA Design f low (DWF) es&tated n i.5 Y.Sb gayd Pip i4lanufactter ZQELLE~I i'J' NA Soil Ap lication Ram o Punt Model NIA 1 frtt3ueatlEfltusut Quality (D NA) 1vloatlrlyAverage Prebreatmeat Unit { WA) Fats. Oil ~ Grease {FOG') D Sand/Gravel Filter ❑ Peat Filter (HODS) 30 mg(L ® ivlechanical Aeration FJ Wedand Biochemical OkyOent Grease Total Suspended Solids (TSS) 220 mg/L fl Disinfection ❑ Offer; :5 150 mgef-I , tlrlaaufactuu:-er. lvlodel: Soil Absorption Component (fl NA) Pretreated R„ uent Quality Nile) Monttily AverW Biochemical Oxygen Demand (BODS) ~ . fl k-ground ©In-~ound (pressurized) ~0 mgtL fl At-grade B(~iaund ; Tb-l Suspended Solids (TI SS) l Fecal Colifozm (geometric, m 5 30 mg/L ❑ Drip-line fl Other, <_I0 cfrrl100m1 0 Dispersal Units Manufacturer l~faximurrr Ef1r went Particle Size l/o inch diameter fl Aggregate Cell(s) Model soil Dispersal (EISA) or DWF Anolication rate= Area Required - (Trench Width) Units or i otal I,mrL-:b of T Tenehfsl DRSI`iq CKIM- R A fl `Design of Pressure Distribution, Networks for Septic Tank Soil Absorption S,vsteme Publication 9.5 (SSWM Manual) ' M "ICC Flowlech Mound Component Manual" Version 12 ~"`Ezrlo rlrlound Componenti.kdanual" Version 3/2012007 171 SBD -1085 --P MY12) "At-Grads Component Manual Using Pressure Distributiod, Version 3.0 ~ 0 SBD -10705--P (N.0I10I) -In Ground Soil Absorption ComponentManual'* Version 2.0 0 SBD -10691-P (N 01JOI);Mound Component Manual" Version 2.0 © SBD -10657-' (11.6/99) "Drip tine Effluent Disposal Component Manual-- ~ J8f SI3r7 - I0706~ {l`l t}ll01) "Pressure Distribution Componenth4anuai" Version 2.0 Other - 01 2 !rI A ~1C~ lt'10I 'ORPTCE SCIREULE - l ff-AMi_EHAJvCE ANID IWAIIC4GEiv_s-f N1 Fiervice Rvent Swylm ffrequene ?unalinspect tank s), ins ect dispersal cells clean filter At least once every I3 months >$13 .ears Q Other - { inspect P . s unrp controls, alarm pretreatment unit At least once every: II months X 3 ears fl NA Flush and pressure test laterals ( At least once eve : II months 3 Years fl NA S s AR-T UP AND 0- EZ `T ONt For new construction, prior to use of the POArTS check treatxnent tank-(s) f br the presence of painting products or other chemicals that may impede the treatment process and/or damage the dispersal cell(s). If high concentrations are detected have the conwas ofthe tanks) removed by a septage servicing operator prior to use. System start up shall not occur mhen soil conditions are cozen at the infiltrative surface. The property owner is responsible for the operation and maintenance of the POWTS and submission of required reports. The quantity and quaiiry ;f the wastewater stream will a€rect the perfbrmance and Iongevity of your POWTS. The installation of water-saving appliances and fbautes along with prompt repair of leaks reduces the wastewater volume. Also the brine or waste from water sofeners_ iron removal units, other clear water treatment dew-ces and --r-oundation drains should be discharged to the ground surface whenever, possible. Note: this does not include laundry waste, showers, dishwater, etc- This system is designed to handle domestic strength wastewater- howaver the disposal of food based eases and oils, vegecablelfrult peels and seeds, bones, and food solids such as those produced by a garbage disposal should be minimized. Toilet tissue is the only paper that should be discharged into the system. Other non-biodegradable items such as baby wipes, tampons, sanitary napkins condoms, cigarette butts, dental floss, and cotton swabs should not enter the system. Chemicals such as petroleum products, paint, Page 7 of 9