2005/04/14 - SANITARY - SAN - Other

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Local Health Authority: Component manufactl Sumeft Co.Zoning (715)349-2138 Skaw Pre-cast (&)0)924-8625� Douglas Co.Zoning (715),395.1380 Weiser Concete 800 PO&CO.Zoning (715W85-9279 (8010036-3416 )3363416 Washburn Co.Zoning (715)46&2666 Licensed Pum pers/Fllter Maintenance:' A-1 Septic Service (715Ka567007 Chapman's Septic Service (715)656.7113 installer: Hopkins Sand$Gravel (715)866-4157 Steve's Sept Service (715)866-4195 Private Onsite Wastewater Treatment System Management Plan Distribution nt This management plan complies with Comm83.54, Wis. dm.Code,and th appropriate SoiilAbsorption Component Manual for Private Onsite Wastewater Systems. The specific component manual for this P.O.W.T.S. is: Table 1:System Design Specifications Sanitary Permit Number. Septic Tank Capacity(gal): 9"00 Number of Bedrooms: -I, Dose Tank Capacity(gal): Design Flow-Peak(gpd): 304 Soil Absorption Component Size(Sq. Ft.): 4 3/, Estimated Flow-Average(gpd): it-06 Type of Wastewater: Domestic Table 2: Soil Absorption Component-Limine of Reliable Operation Septic Tank Sod Absorption Componein Component Design Flow-Peak(gpd) Maximum Influent Particle Size(in) n/a 1/8 Maximum BOD(mg/L) nh 220 Maximum TSS (mg/-) 0 15 Maximum FOG n/n/a S Septic Tank 30 Table 3: Maintenance Schedule Outlet Inspect and/or service every 3 years. ea Soil Absorption Component Inspect Should ionce a very 3 yonce a earsr and clean once every 3 years. Contingency Plan:Use alternate site if available or remove distribution pipe,aggregate or chambers S clogging mat.. Replace distribution pipe, aggregate or chambers&C-33 fine aggregate. Septic Tank The septic tank shag be maintained by an individual certified to service septi:tanks under S. 281.48. Stals. The contents d the septic tank shall be disposed of n accordance with NR 113. Wis.Adm.Code(Servicing Septic or Holding Tanks, Pumping Chambers. Grease Interceptors. Seepage Beds. Seepage Pgs. Seepage Trenches, Privies, Of Portable Restrooms). The operating condition of the septi:lank and outlet filter shall be assessed at bast once every 3 years by inspection. The outlet fwfer shall be cleaned as necessary to ensure proper operation.The filler cartridge should not be removed unless provisions are nude to retain solids In the lank that may sough off the filter when removed from its enclosure. It the floor is equipped wgh an alarm. the fee shall be serviced it the alarm is activated continuously. intermittent tiger alarms may indicate surge rows or an impending continuous alarm.The septic tank shall have 15 contents removed when the volume of scum and sludge in the tank exceeds 1 A the liquid volume of the tank. It the contents of the lank are not removed at the Iirria of assessment, maintenance personnel shall 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 other treatment or holding tank for any mason 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 lethal gases,and rescue of a person from The Interior of the tank may be difficult or impossible. Tank aboadonment shag be in accordance with Comm 83.33. Wis-Adm. Code when IM tank is no longer used as a P.O.W.T.S.component. Notice that the dose chamber may 10 due to flow continuing dura �~onChamberpow repaired may cause he mound co g ms. in this Pump ration,the P m power outages.One large dose when the power comes on or when the pump is or other measures shag be used o dose the moundcomponentwith only the proper am rig of influchamber ent. This mad be y inciuped d artlicensed nnual operation r of�Pump cycling begins such time the pump chamber has reached its normal level. Dose chambers are to be inspected routinely and maintained when necesary in accordance controls with theirill approvals. The soil absorption Soil Absorption Component component serving this structure is designed to accept domestic wastewater From a residenllal facility. The firms of operation of this component are shown in Table 2. The longevity of a sod absorption component depends greatly On proper and time"maintenance,and system use within or below the limits d reliable operation. Good water conservation practices by all occupants and the installation of water conserving plumbing fixtures are key factors a extending the useful We of this component. gThe soil it absorption component's operation must be assessed by nspecton at least once every three years. The inspection shall nckude recording the leveisof enas o erosuyonin The should be�darenlliOn ed and reeported totheoownernfor for repeuevidence The urface dischargof Surface seepage pdomestic wastor ewater Or sewfrom the age from On In systemN6 sloping and considered a human health hazard. Traffic around or over the sod absorption component should be avoided Particular"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 of impossible to repair until weather conditions improve. In general, sod compaction over this component will reduce diffusion of oxygen into the sod and dispersal cell. which may lead to more intense, and earler. organic clogging of the sod, Plantings of deep-rooted trees and shrubs directly over of within tem lest Of the component should be avoided since root intrusion No the component may obstruct wastewater now Partialnetwork Distribution Network activated o ki out any solid The liquid be that is Jotected shed out dextremely e laterals sl to be directedhe batof ik nohe sthedistrgwt n cell ortion laterals into an acceptabletcontainer If necessary. the laterals can be cleaned.