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2008/10/07 - SANITARY - SAN - Other
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TOWN OF OAKLAND
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13917
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2008/10/07 - SANITARY - SAN - Other
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Last modified
3/6/2020 3:27:23 AM
Creation date
10/2/2017 4:19:05 AM
Metadata
Fields
Template:
Property Files v2
Document Date
10/7/2008
Document Type 1
SANITARY
Document Type 2
SAN
Document Type 3
Other
Tax ID
13917
Pin Number
07-020-2-40-16-33-5 05-002-011000
Legacy Pin
020433302400
Municipality
TOWN OF OAKLAND
Owner Name
DUANE ROSENBERG
Property Address
27520 STONEGATE RD
City
WEBSTER
State
WI
Zip
54893
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Local Health Authority: Com nent Manufactu <br /> Bumett CO.Zoning (7151,3492138 Po regtank): <br /> Douglas Co.Zoning (71SP96-1380 Skaw Precast (800)924-8625 <br /> Polk Co.Zoning (715)4a5-9279 Weiser Concete (600)336-3416 <br /> Washburn Co.Zoning (715)168-2666 Lk" need Pum <br /> limaMaintenance: <br /> Chat A-1 SepticSe 5 6-7007 <br /> pman'sSeptic Service (715)656-7113 <br /> Installer: Hopkins Sand&Gravel (715)866-4157 Steve's Septic SenvACe (715)86rr4195 <br /> Private Onsite Wastewater Treatment System Management Plan <br /> tem Absorption Component <br /> This management plan complies with Com <br /> Distribution <br /> Ws Adm.Code,and the appropriate Soil Absorption Component Manual for Private <br /> Onsite Wastewater Systems. The specific component manual for this P.O.W.T.S. is: <br /> Table 1:System Design Specifkad rte, <br /> Sanitary Permit Number. Septic Tank Capacity(gal): 8®o <br /> Number of Bedrooms: 3 Dose Tank Capacity(gal): <br /> Design Flow-Peak(gpd): 4-rO Soil Absorption Component Size (Sq. Ry 700 <br /> Estimated Flow-Average(gpd): 300 Type of Wastewater: Domestic <br /> Table 2: Soil Absorption Component-Limits of Reliable Operation <br /> Septic Tank Sod Absorption <br /> Component Component <br /> Design Flow-Peak (gpd) <br /> Maximum Influent Particle Size (in) n/a <br /> Maximum BOD(mg/L) 1/8 <br /> Maximum TSS (mg/L) n/a 220 <br /> Maximum FOG n/a 150 <br /> n/a 30 <br /> Septic Tank Inspect and/or service e3: Maaine�e Schedule <br /> Should inspect once a year and clean once every 3 years. <br /> Soil Absorption Component Inspect once every 3 years. <br /> Contingency Plan:Use alternate site it available on remove distribution pipe,aggregate or chambers &clogging mat.. Replace distribution pipe, <br /> aggregate or chambers&C-33 fine aggregate. <br /> tic <br /> The sepib lank shall be maintained by an individual candled to service septtic tanks under s. 281.48. Slats. The contenls d the septic lank sell be disposed of in <br /> accordance with NR 113. WIS.Adm.Code(servicing Septic or Holding Tanks, Pumping Chambers. Grease Interceptors. Seepage Beds. Seepage Pfs. Seepage <br /> Trenches, Privies, a Portable Restrooms). <br /> The operating condition of the septic lank and outlet Iger shag be assessed at least Once every 3 years try inspection. The cullet titer shall be cleaned as necessary <br /> to ensure proper operation.The fiber cartridge should not be removed unless provisions are made to retain solids In the lank that may slough of the liter when <br /> removed from its enclosure, It the filter is equipped with an alarm.the Iger shall be serviced d the alarm is activated continuously. Intermittent liter alarms may <br /> indicate surge no"or an impending continuous alarm.The septic lank shall have is contents removed when the volume of scum and skidge in the tank exceeds 1/3 <br /> the liquid voleme of the tank. If the contents of the tank are not removed al the time of assessment, maintenance personnel shag advise the owner of when the next <br /> service needs to be performed 10 maintain less than maximum scum and sludge accumulation n the tank. <br /> No one should enter a septic or other treatment or holding tank for any reason without being in full compliance with OSHA standards for entering <br /> a confined space.The atmosphere within the septic or other treatment or holding tank may contain lethal gases,and lesoue of a person from the <br /> interior of the tank may be difficult or impossible, <br /> Tank abandonment 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. <br /> Dose Chambx <br /> Notice that the dose chamber may fit due to lbw continuingBurin <br /> g pump magunctkm Or power outages.One large dose when the power comes on or when the pump is <br /> repaired may cause the mound component to have problems. In the stualbn.the pump chamber should be pumped by a licensed pumper before pump cycling begins <br /> or oder measures shall be used to dose the mound component with only the proper amount d influent. This nay include manual operation of the pump controls until <br /> such time the pump chamber has reached its normal level. Dose chambers are to be inspected routinely and mantained when necessary in accordance with their <br /> approvals. <br /> ent <br /> The sal absorption component serving this structure s designed to accept Absorption <br /> wa�slewaler from a residenlad facility. The Wnbs of <br /> are shown in Table 2. fy operation of the component <br /> The longevity of a soil absorption component depends greatly on proper and timely maintenance, and system use within or below the limits Of retabie operation. Good <br /> water conservation practices by all occupants and the installation of water conserving pklrr it ing fixtures are key factors in extending the useful Ida of this component. <br /> The soil absorption component's operation must be assessed by inspection at leas)once every three years. The inspection shall include recording the levels of <br /> ponding, f any, in the observarlon pipes. and a visual inspection IO any evidence of surface seepage o discharge from the component On steeply sloping sites. <br /> areas of erosion should be indentdied and reported to the owner for repair. The surface discharge of domestic wastewater Or sewage from lh system is prohibited and <br /> considered a human health hazard. <br /> Traffic around or over the soil absorption component should be avoided particularly during winter months. The compaction or removal of snow cover Over the <br /> comPOnenl nay lead to hydraulic failure by freezing. This type of failure s usually temporary, but s difficult o impossible to repair until weather conditions improve. In <br /> general. of the ssaa compaction over this component of oxygen into the sag and dispersal ke <br /> component will reduce diffusion which may lead to more intense, and earlier. organic <br /> Plantings of deep-fooled trees and shrubs directly over or within ten feet Of the component should be avoided since fool intrusion into the component may obstruct <br /> wastewater how <br /> Partial uwor Distribution Network <br /> activated to plugging <br /> toutaany Solid Material. The may <br /> be mal scoflushed out dextremely e long <br /> sl to be directed back thehe ends Of distribution <br /> (heudistrfwt n Cell onn be o an aaccceeptab the <br /> containpump <br /> r. If <br /> necessary, the laterals can be cleaned. <br /> -...`XV, <br />
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