2008/06/12 - SANITARY - SAN - Other

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Local Health Authority: Component Manufacturancank : Bumeft Co.Zoning (715P49-2138 Skaw Pre-cast (800)924-8625 Poon ug o Co �rg (715P95.1380 WeserConcete (801) 6-3416 ni5WS-9279 Washburn Co.Zoning (715W&2866 Ldcellsed PumparalRiter Malntsrnanee: A-1 Septic Service (715)656-7007 Chapman's Septic Service (715)656-7113 Installer: Hopkins Sand 8 Gravel (715)866-4157 Steve's Septic Service (715)866-4195 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 Specifications Sanitary Permit Number. Septic Tank Capacity(gal): /0&0 Number of Bedrooms: 3 Dose Tank Capacity(gal): Geo Design Flow-Peak(gpd): 4.1-0 Soil Absorption Component Size (Sq. Ft.): 6S-0 Estimated Flow-Average(gpd): Soo Type of Wastewater: Domestic Table 2: Sal Absorption Component-Lomita of Reliable Operation Septic Tank Sol Absorption Comports t Component Design Flow-Peak Igloo) Maximum Influent Particle Size(in) n/a iB Maximum BOD(mg/L) n/a 220 Maximum TSS(mg/L) 150 Maximum FOG nFa hisn/a 30 Table 3: Mainforavice SchaduleSe tic Tank Inspect and/or service every 3 years. 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 8 clogging mat.. Replace distribution pipe, aggregate or chambers 8 C-33 fine aggregate. Septic The aepllc tank shat be maintained by n individual certified to service septi:tanks underta. 281.48. Stas. The coolants of the seplb tank shall be disposed of n accordance with NR 113, Ws.Adm.code(servlcing Sepik:or Holding Tanks. Pumping Chambers. Grease Interceptors. Seepage Beds, seepage Pins. Seepage Trenches, Privies, or Portable Restrooms). Tensure ooperrrafing condition the e septic tank and outlet leer shat be assessed at bast once every 3 years by nspectbn. The cutlet fast shall be Geared as necessary proper operalln.The alar cartridge should not be removed unless provisions are made to retain sours In the tank that may slough o8 the Icer when removed from is enclosure. 1 the tier is equipped with an alarm.the flier shall be serviced 11118 alarm is activated continuously. Intermdlent filler alarms may indicate write flows Of an impending continuous alarm.The Septic tank shall be"tis conlanls removed when he volume of scum and sludge in he lank exceeds1 13the liquid volume of the tank. If the contents of the tank are not removed at the Jimof assessment, maintenance personnel shat advise the owner of when the next service reeds to be performed to maintain less than maximum scum and sludge accumulation in he tank. No ons should enter a septic a other treatment or holding tank for any Masan without being in fug compliance with OSHA standards for entering a confined space.The atmosphere within dile septic or other treatment our holding tank may contain ISUMI gases,and rescue of a person from the interior of the tank may be difficult of impossible. Tank abondonment shag be in accordance with Comm 83.33. Wis.Adm.Code when the tank Is no longer used as a P.O.W.T.S.component. Notice that he dose chamber may to due to lbw contra our Dues Clamber Noticed may cause the mound component f have problems.durIn ing Pump Malfunction dile a power outages.One large dose when the power comes on or when the pump is or other measures shag be used to dose the mound component with only he propehe r amount of influeer nt.This hs mm be Inclued de manual Opa licensed eration f the pump cycling until such time le pump chamber has reached its normal level. Dose chambers are to be n y paratpn of le Pump contras anti approvals. inspected roulnely and maintained when necessary in accordance with their The soj Soil Absorption Component are shownbct°rption Table component serving this structure s desi2. gned to accept domestic wastewater from a residentW facility. The Amos of operation of This component The longevity of a soil absorption component depends greatly on proper and timely maintenance and system use within or below the knits of retable operation. Good water conservation practices by all occupants and the installation of water conserving plumbing fixtures are key factors in extending he useful NO of this component. The in g absorption N component's operation and a sualinin seed inspection ar least once every three years. The inspection shag include recording to levels of ponding. 1 any. n file observarbn inspection to any evidence of surface seepage or dischargetrom he m s. areas Of eranoo Should be indenflNed bazar and reported to the owner for repair. The surface discharge of domestic wastewater a sewage It=thnsyssteeply a pbrponiGedo and Trask:around of over the sok absorption component should be avoided particularly owing winter months. The compaction or removal of snow cover over the component may lead to hydrautb failure by freezing.This type of failure s usually temporary.but is difficult or Impossible to repair until weather conditions improve. In general. sok compaction over this component will reduce diffusion of oxygen No the mi and dispersal cell, which may lead to more intense and Oerher.organic clogging of the mi. Plantings of deep-rooted trees and shrubs directly over Or within tan feel of the component should be avoided since roof intrusion into the component may obstruct wastewater tow Panel u Distribution Network activated to flush i any wild bma material.network a liquid tthat s fluetected shed touts dI the laterals sl to be directed baends of ck into the distribution l o inhe distribution laterals should to an aaccceeptab thepump , If necessity. le laterals can be cleaned.