2005/10/26 - SANITARY - SAN - Other

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Local Health Authority; Bumet CO.Zoning (715)34)92138 Component Manufactursr(tank): Douglas Co.Zoning (715795-1380 Skaw Precast (800)924..8625 PodcCo.Zoniflg (/15)485-g q WeiserConcete (800P36-3416 Washburn Co.Zoning (715)468.2666 Licensed Pumparvfllter Mainbrlanr-e: A-1 Septic Service (715)656-7007 Chapman's Septic Service (715)656-7113 Installer: Hopkins Sand$Gravel (715)866-4157 Steves Septic Service (715)866-4195 Private Onsite Wastewater Treatment System Management Plan Distribution nt This management plan complies with Comm83 54. is. Adm. Code,and the appropriate SoiilAbsorption Component Manual for Pnvate Onsite Wastewater Systems. The specific component manual for this P.O.W.T.S. is: Sanitary Permit Number Table 1:System Design SPecificattate Number of Bedrooms:ot Septic Tank Capacity(gal): 7.50 Design Flow-Peak(gpd):300 Dose Tank Capacity(gal): .57,10 Estimated Flow•Avera a o0 Soil Absorption Component Size (Sq Ft.): °y3d- g (gpd):d Type of Wastewater: Domestic Table 2: Soil Absorption Component-Limits of Reliable Operation Septic Tank Sod Absorption gomponent Com omen Design Flow-Peak(gpd) Maximum Influent Particle Size(in) Maximum BOD(mgA-) nit Ila Maximum TSS mg/L) nit 220 Maximum FOG nit 150 nit 30 Septic Tank Table 3: Maillenance Schedule Outlet Inspect and/or service every 3 years. Should inspect once a year and clean once every 3 years. Soil Absorption Component Inspect once every 3 years. COndn"my Plan:Use alternate site it available or remove distribution pipe,aggregate or chambers 3 clogging mat.. Replace distribution pipe. aggregate or chambers 8 C-33 fine aggregate. "PlIc The accordance lank shay be maintained b/' ll individual ce Septic to servbe seS optic ptb tanks under Tank s.281.48. Stals. The contents 04 the sepllc tank seal De dB accordance wnD RR 113. ble.Adm.COde(Servbing Sepik: or Hobng Tanks, Pumping Chambers.Grease Interceptors. See Tremhches, PrMes, a PonaDb Restrports). Posed of in Seepage Beds. Seepage Res. Seepage The operalinq conOYbn d the seplb lank and outlet Iter snail be assessed at ball Once every 3 years W nsPectbn. TM toter iter snail be cleaned as necessary '10h o ensure proper Operallon. TAe filler cartri0ge shwb rpt be removed unless provisions are made to mNarn sondes In IM look tool may slough oil IDs Mer when rertpvee Irpm es enclosure. m IM Mer is a4uppep wnh an alarm. IDs faer spall be 9erylCed m the alarm b actDraree continuously, blarmYlenl IMer alums may in0icate verge lbws or an impending continuous alarm. The a the Ilguin volume d the tank. II me contents of me lank are nolpe d yal�e lime d assasamenlr^ndar^1e^a cis p¢r raja��a ox,^er 01 w^en the next sarvbe needs to be periormed to mantarn less Ihan maxmum scum and sb �n IM tank exceees I/d dge acoumublbnn the tank. 4 one should enter a septic or other treatment or holding tank for any lesson without being in full compliance with OSHA standards for entering a confined apace.The atmosphere within the septic or other treatment or holding tank may contain lethal gases,and rescue of a person fmm lite of Of the nk may be difficult or Tank aDondcomanl strati be n accordance with Comm&33 Wi. Adm.taCode when the tank s no Ilongerruused as a P.O.W.T.S.component. Notice teal the dose chamber nay ft due to flow Continuing dura Doss Chamber lot:: may cause the mound component to have problems. In the s a loll Ueou«Power outages.One large dose when the power comes on or when the u or olner measures sham be used to dose the mound component with on theProperP mp Chamber should be pumped by a licensee pump is such time the pump chamber has reached its normal level. Dose cham0yers o to amount of influent. The may include manual Operation Wn1Pef Delors pump cycling begins approvals. specled routinely and maintained when necessary d rile pump f:Omrpe iunto t nary n accordance with Then Soil The sow absorption component serving this structure a desgned b accepttddomme�Component er from a residenlel facility, The meals of operation of the component are show^n Table 2. The longevity of a 5011 absorption component depends greatly on proper and Ibay frame me. and water conservation Practices by am occupants and me Installation Of water conserving Plumbing fixtures are key factors n extending the useful to of this component. system use within or below the YmYs be reliable operation. Good _ gThe soil absorption componenYa Operation must be assessed by inspection al bast once every Ihrea years. The Inspection shelf include recording the levels of ees of erose.sl the be n0tion Phe s$dand a visual nspeclbn for any evidence of sunaee seepage o discharge It=the component. On steeply sloping site,. consklered a human health hazard. ePoned to the owner for repair The surface discharge Of domestic wastewater o sew a From M a9 system a proobnnd and Traffic around or over the soli absorption component should be avoided particularly during winter months. The compaction or removal of snow cover over the genal se may a mlpaad to pydr Ds failure by freezing.t WIN The reduce type Of failure ox B usually temporary. but s difficult o wnposmble 10 re pair general.w the spa. oxygen into the sera and dispersal cell. which may bad 10 Menintense, and earliertil weather .organic In Plantings of deep-rcoled trees and shrubs directly over or within ten leer Of the cortp0nenl should be avoided since root intrusion tilt the co wastewater NO. mp0nenl may obstruct tion act*Panel plugging of the distribution network may be defected by extreDmeytq^g dosingNetwork The ends of the ostnDulbn sterols should pa es ssa IO he la Oat any nsolid be Cleans l The liquid that a flushed Out Of the laterals a to be dwwted back nto the distribution Call or into an WCOPlab,e container. If accessary. the bterae can be cleaned. posed and the pump