2003/12/19 - SANITARY - SAN - Other

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Douglas Co.Zoning (115)395.1380 aKawrra-cast (800)424.8625 Polk Co. Weiser Concete Zar*W ( ing (71s9?1g ( P3416 w++ahbum Cc. ng (115)C68-2666 Licensed Pump«mtIker Melnletmnce: Ch Aapmans (715)656-7007*- Stever � X56-7113 Installer: Hopkins Sand&Gravel (715)866.4157 SeP�Serve (71 4195 Private Onsite Wastewater Treatment System Management Plan Distribution This management plan complies with Comm 83.54,Wis.dm.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 neem st done Sanitary Peed Number. Septic Tank Capacity(gal): /et 06 Number of Bedrocnts: Dose Tank Capacity(gal): Design Flow-Peak(gpd): 3d6 Soil Absorption Component Size(Sq. Ft.): Estimated Flow-Average(gpd): d.00 Type of Wastewater. Domestic Table 2: Soil Absorption Component-Limits of Reliable Operation Septic Tank Sod Absorption Component Component Design Flow-Peak(gait) Maximum Influent Particle Size(in) Na 1 g Maximum BOD (mg/L) /a Maximum TSS (mg/L) n 220 Maximum FOG n a 150 30 Septic TankTam 3: Maintenance Schedule 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:f available or remove distribution pipe, aggregate or chambers 3L dogging mat.. ?.eciaca dismbution vice. aggregate or chambersi C-33 fine aggregate. The septic tank snarl be maintained by anindividualcertified ; Septic Tank accomance with hat a hint Adm v an individu l Septic t service septic tanks under a. 281.44. Stats. The contents of the sectio:ark :hail-e discosea ;f n Trenches, Privies. or Portable Restroonns) Homing Tanks. Pumping Clambers. ,reale interceptors. Seepage Seas. 3aepage -1s. Seepage The operating condition of:he septic tank and outlet filer shad be assessed at least once every 3 year to ensure proper operation.The filters by !inspection.The outlet;fitter snail be c:eaned as necessary cartridge should not be removed unless prpvsians are made to retain solids nsp c the tank than may Slough off the:iter when removed from is enclosure. If the filer is equipped•what an alarm. the filer shall be sernced l the alarm is activated continuously. !ntermrlen:leer alarms may indicate surge flows or an impending continuous alarm.The septic tank shall have 7s contents removed when the volume of scum and sludge in the tank exceeds t the:ioula volume of the tank. If the contents of the tank are not removed at the time of assessment maintenance personnel shad aWise the owner or•.vnen the sex: service needs to be performed[o maintain Tess than maximum scum and sludge accumulation in the tank. No one should enter a septic or other treatment or holding tank for any reason without being in full cpmpliance with OSHA standards for anterng a confined space.The atmosphere within the septic or other treatment or holding tank may contain lethal gases.and rescue of a arson from 7te interior of the tank may be difficult or impossible. Tank apondonment shad be in accordance wdh Comm 33.39. 'Nis.Adm. Code wnen the tank is no longer used as a P.O.W.-.^. component. Dose Notice that the dose chamber may it due to ilow continuing during pump malfunction o�� y t power outages.One large dose when the rower coater;n or anon the clump s reposed may cause the mound component to have problems. in this situation.the pump chamber should be pumped by a licensed pumcer before :ump cyc:ing :ecus or other measures shad be used to dose the mound Component wdh only the proper amount of imiluent. his may 'netuae manual oberabon of:rte:LO;Onlrois :ni: Such§ d it me the pump chamber has reaches normal'evw. Dose mamoers are to ce Inspected routinely and maintained when necessari :n accorcance -win '.`e,r approvals. Soil tion nt The sod absorption cdmdonent :ernng chis structure s designed to accepts domes c wastewaiererom a :esicenum facility. -he ,mils :r uperaron ;r ns ;cmcorert are shown .a Table 2. The angevdy of a soil absorption component depends greatly on proper and timely,maintenance. and,system use sdhin or below ;he inns cf reiiac,e cceraticn. ;cc: Water conservation practices by ad occupants and the mstaflation of water conserving plumbing fixtures are key factors:n extending the usetut:its of this cOmooner.. The Sod absorption components operation must be assessed by'nspection at'east once every three:rears. The inspection shad:nchlde recording :he levels It ponding. tany in the observation bides.and a visual inspection for any evidence of surface seepage or discharge from the component. On„eeply sloping sites. areas of erosion should be inderdlkfd and reported to:he owner;or repair. The surface discharge of domestic•Wastewater or sewage from:h system:s pronibhed aria considered a human health hazard. Traffic around or the sod absorption component mould be avoided particularly during winter months. The compaction or removal of snow:over over the component may team to hydraulic failure by freezing.This type of failure s usually temporary. but:s dlticul or impassible to repair until•heather conditions improve. general. sod compaction over:his component .vid reduce diffusion of oxygen into the;oil and dispersal cod. which may!ead to more'intense, and easier. organic clogging of the sod. Plantings Of deep-roofed frees and shrubs direc!Iv Over :r within 'en;eel of the comocnent should be avoided since root intrusion nto•he corrcenert nay :os:fuct wastewater hcw Distribution Network Partial Mugging of the dmr:butbn networK may be:elected b y eztremery,'ong dosing time. The-rias of the distribution Werais snould:e �xcosed and 'he :ui-0 activated to:lusn out anv;Odd rnatenaL The quidthai s ausneo ;UI of the laterals:5'o be dkected back into the dtrAribution cad or:nlo 1n.acceptacle•.,oniairer t necessary. the laterals ran be cleaned.