2018/09/18 - SANITARY - SAN - New Non-Press - 27602

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Bumex Co. Zoning (7i5)349.2138 Douglas Co. Zoning (715)395-1380 Weiser Concete (80OP36-3416 Polk Co. Zoning (715)485-9279 Washburn Co. Zoning (715)468-2666 licensed Puntper=ffllW Malrtbtflance: A-1 Septic Service (7158.7007 C ss � (715)656-7113Installer: Hopkins Sand & Gravel (715)866-4157 Private Onsite Wastewater Treatment System Management Plan Distribution System Absorption Component This management plan complies with Comm 83.54, Wis. Adm. Code, and the appropriate Soil Absorption Component Manual for Private Onsite wastewater Systems. The specific component manual for this P.O. W.T.S. is: Table 1: System Design motions Sanitary Permit Number. Septic Tank Capacity (gal)- 7S`0 Number of Bedrooms: I Dose Tank Capacity (gal): Solt Design Flow -Peak (go):.306 Soil Absorption Component Size (Sq. Ft.): 400 Estimated Flow - Average (gpd): d,o 0 Type of Wastewater. Domestic Design Flow - Peak (gpd) Maximum Influent Particle Size (in) Maximum 600 (mg/L) Maximum TSS (mg/L) Maximum FOG Septic Tank Outlet Soil Absorption Component Table 2: Soil Absorption Component - Umita of Reliable Operation Septic Tank Sod Absorption Component Component n/a 1/8 n/a 220 n/a 150 nia 30 Table 3: Maiinlertance Schedule Inspect and/or service every 3 years. Should inspect once a year and dean once every 3 years. Inspect once every 3 years, Comingency Plan: Use alternate site 1 available or remove distnbution pipe. aggregate or chambers & clogging mat.. Replace distribution pipe, aggregate or chambers & C-33 fine aggregate. Septic Tank The septi tank shah be maintained by an indfviduai certified to service septi tanks under s. 281.48. Stats. The contents of the septic tank shall be disposed of in accordance with NA 113. Wis. Aden Code(Servieing Septi: or Holding Tanks. Pumping Chambers. Grease Interceptors, Seepage Beds. Seepage Plts. Seepage Trenches. Privies, or Portable Restrooms). The operating condtion of the septi: tank and outlet filter shall be assessed at least once every 3 years by inspection. The outlet filter shall be leaned as necessary to ensure proper operation. The filer cartridge should not be removed unless provisions are made to retain solids in the tank that may slough off the filter when removed from its enclosure. If the filter is equipped with an alarm. the filler shall be serviced rf the alarm is activated continuously. intermittent filter alarms may indicate surge flows or an impending continuous alarm. The septic tank shall have as contents removed when the volume or scum and sludge in the tank exceeds + 3 the liquid volume of the tank. !f the contents of the 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 accumulation in the tank. No one should enter a septic or outer treatment or holding tank for any reason without being in full compliance with OSHA standards for entering a confined space. The atmosphere within the septic or other treatment or holding tank may contain feemi gases. and rescue of a person trom the interior of the tank may be difficult or impossible. Tank abondonment shall be in accordance with Comm x3.33. Wis. Adm. Code when the tank is no longer used as a P.O.W.T.3_ component. Dose Chamber Notice that the dose chamber may fig due to ilow continuing during pump malfunction or power outages. One large dose when the power comes on or when the Gump s repaued may cause the mound comoonertt to have problems. In this situation, the pump chamber should be pumped by a licensed pumoer 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 eontrots until such :ime the pump chamber has reached 1s normal 'evel. Dose chambers are to be inspected routinely and maintained when necessary in accordance 'with their approvals. Soil Absorption Component The soil aosorotton component serving his structure :s designed to accept domestic wastewater from a residential facility. The :imits cr operation .f -his ,.omponen! are shown in Table 2. The 'ongevity of a soil absorption component depends greatly on proper and timely maintenance. and system use within or below the units of retable operation. Gcc, water :onservation practices by all occupants and the instailation of water oonserving plumbing fixtures are key tactors in extending the useful !life of this comooner-. The sort absorption component's operation must be assessed by inspection at 'east once every three years. The inspection shag include recording the levets of ponding. 1 any. in the observation pines. and a visual Inspection for any avtdence of surface seepage or discharge from the component. On steeply sloping sties areas of erosion should be indentdied and reported to :he owner `.or repair The surface discharge of domestic wastewater or sewage !rcm th system .s prohibited znd considered a human health hazard. Traffic around or over the sad absorption component snould be avoided particularly during minter months. The compaction or removal of snow :over over :he component may lead to hydraulic failure by freezing. This type of failure s usually temporary. but is difficult or impossible to repair until weather conditions !morove general. sod compaction over this component will reduce diffusion of %)xygen into :he ;oil and dispersal cell. which may !ead 'o more ntense. and earlier, organic clogging of the sod. P!anhngs of deep-rooted frees and shrubs directly over or within 'en feet of the component should be avoided since root Intrusion Into 'he component may obstruct 'wastewater !low Distribution Network Partial plugging of the distribution network may be detected by extremely long dcsutg time. The ends of the distribution laterals should ze exposed and :he pump activated to hush out any solid material. The :quid that is flushed out of the laterals s to be directed pack into the distribution cell or ;nto an acceptable container. If necessary. the !aterals can be cleaned.