2008/11/03 - SANITARY - SAN - Other

Home Browse Search

Local Burnett Go.HealthAuthority:o�)349-2138 Component Manufacturer(tank): Douglas Co.Zoning (715)395-1380 Skaw Precast (800)9248625 Polk Co.Zoning (715)4859279 Weiser Concete (800)336-3416 Washburn Co.Zoning (715)168-2666 Licensed Pumpersflkx Matnlerhance: A-1 Septic Service (715)656.7007 Chapman's Septic Service, (715)656-7113 Installer: Hopkins Sand&Gravel (715)866-4157 Steres Septic Service (715)86&4195 Private Onsite Wastewater Treatment System Management Plan Distribution Absorption Component This management plan complies with COMM 83.54, Wis. Adm.Code,and the appropriate Onsite Wastewater Systems. The specific component manual for this P.O.W.T SSoil Absorption Component Manual for Private Table 1:System Design Speclflcatlatts Sanitary Permit Number.FlSeptic Tank Capacity(gal): /e o o Design Number l Bedrooms: ) ysCapacity Dose Tank ow-Peak(god): (gal): n o Soil Absorption Component Size (Sq. Ft.): 6 4 e Estimated Flow-Average(gpd): Type of Wastewater: Domestic Table 2: Soil Absorption Component.Limits of Reliable Operation Septic Tank Soil Absorption Component Component Design Flow-Peak(gpd) Maximum Influent Particle Size (in) /a Maximum BOD(mg/L) n1n8 Maximum TSS (ri nle 220 , Maximum FOG fits 150 n/a 30 Septic Tank Inspect and/or servicTable3: filainy 3 d��e Schedule Outlet Should inspect once a year and clean once every 3 years. Soil Absorption Component Inspect once every 3 years. Contingency Plan:Use alternate site if available or remove distribution pipe, aggregate or chambers &clogging mat.. Replace distribution pipe, aggregate or chambers&C-33 fine aggregate. tic The septic lank shall be maintained by an individual certXled to service seplb ttaanks underly.281.48, Stats. The contents of the septic lank shall be deposed of in accordance with NR 113, WIS.Adm.Code(Servbing Septic or Holding Tanks, Pumping Chambers. Grease Interceptors, Seepage Beds, seepage Pgs. Seepage Trenches, Privies, a Portable Restrooms). The operating condition Of the septic tank and 001@1 tiller shag be assessed at least Once every 3 years by inspection. The outlet fear shall be cleaned as necessary to ensure proper operation.The One,cartridge should not be removed unless provisions are made to ratan solids In the tank mar may slough on the fear when removed from its enclosure. N the leer is equipped with an alarm. the tiger shall be serviced N the alarm a activated continuously. Intermittent leer alarms may indicate surge Mows O an impending continuous alarm. The septic tank shah have is contents removed when the volume of scum and Sludge the liquid VOIUM of The tank. If the contents of me tank are not removed at the time of assessment maintenance personnel shag advise the owner of when the next service needs to be performed to maintain less than maximum scum and sludge in the tank exceeds try accumulation in lite tank. No ane should enter a septic or other treatment or holding tank for any reason without being in full compliance with OSHA standards for entering a confined space.The atmcsphers within the septic or other treatment or holding tank may contain lethai gases,and rescue of a person from the interior of the tank may be difficult or impossible. Tank abondonmenl shall be in accordance with Comm 83.33. Wis. Adm.Code when the tank 's no longer used as a P.O.W T.S.component. Notice that the dose chamber may Illi due to lbw continuing Burin Doss Chamber 9 g pump malfunction or power outages.Ono large dose when the Power comes on or when The pump is repaired may cause The mound component to have problems. In me s4uatbn. the pump chamber should be pumped by a licensed Pumper before pump cycling begins or other measures shall be used to dose the mound component with only the proper amount of influent. This may include manual operation of the pump conirois uA such time the pump chamber has reached its normal level. Dose chambers are to be inspected routinely and maintained when necessary in accordance with their approvals. fit Soil The son absorption component serving this structure s designed to accept dome waste Component from a residenllal facility. The Nmns Of operation of this component are shown in Table 2. The longevity of a soil absorption component depends greatly on proper and timely maintenance.and system use within or below the frogs of reliable operation. Good water conservahion practices by all occupants and the installation of water conserving plumbing fixtures are key factors in extending the useful lite of this component. The SON absorption components operation must be assessed by inspection al least once every three years. The inspection shag include recording the levels of Ponding. d any. in the observation pipes. and a visual inspection for any evidence of surface seepage O discharge from the component. On sleepy sloping sles. areas er erosion Mutual hf It indaard. and reported to the owner for repair. The surface discharge d domestic wastewater O sewage from In system s prohibited and considered a human health hazard. Traub around or over the SON absorption component should be avoided Particularly during winter months. The compaction or removal of snow cover over the component may lead To hydraulic failure by freezing. This type Of failure is usually temporary. but is difficult or impossible To repair until weather conditions improve. In Clogging of the so lctbn over this component will reduce diffusion of oxygen into the sold and dispersal cell, which may lead 10 more intense, and earNer. organic Plantings of deep-rooted trees and shrubs directly over or within ten feet of the component should be avoided since root intrusion into the component may obstruct waslewider now bution Partial pugging of the dislrAutbn network may be detected by extremellyl long dosing nine. The ends of the distribution laterals should be exposed ork activated to flush out any soled material. The liquid That is flushed out d the laterals 6 to be directed back into the distribution cell of into an acceptable(container. It necessary. the laterals can be cleaned.