Laserfiche WebLink
In Ground System Maintenance and Operation Specifications <br /> Service Provider's Name CURTIS SEPTIC Phone 715-866-8598 <br /> POWTS Regulator's Name Burnett County SPIA-Zoning Office Phone 715 349-2138 <br /> System Flow and Load Parameters <br /> Design Flow-Peak 300 gpd Maximum Influent Particle Size 1/8 in <br /> Estimated Flow-Average 200 gpd Maximum BOD5 30 mg/L <br /> Septic Tank Capacity 840 gal Maximum TSS 30 mg/L <br /> Soil Absorption Component Size 81.25 ft2 Maximum FOG 10 mg/L <br /> Type of Wastewater Domestic Maximum Fecal Coliform 10E4 cfu/100 mL <br /> Service Frequency <br /> Septic and Pump Tank Inspect and/or service once every 3 years <br /> Effluent Filter Inspect and clean as necessary at least once every 3 years <br /> Pump and Controls Test once every 3 years <br /> Alarm Should test periodically <br /> Pressure System Laterals should be flushed and pressure tested every 3 years <br /> In Ground-Inspect for ponding and seepage once every 3 years <br /> Miscellaneous Construction and Materials Standards <br /> 1. Observation pipes are slotted and materials conform to Table SPS 384.30-1, have a watertight cap <br /> and are secured in as shown in the GeoMat In Ground Component Manual Ver.April 2019. <br /> 2. Dispersal cell media conforms to GeoMat products approved for use with the GeoMat In Ground Component <br /> Manual Ver April 2019. Media is covered with an approved geotextile fabric. <br /> 3. All gravity and pressure piping materials conform to the requirements in SPS 384,Wis.Adm. Code. <br /> 4. Scarification of basal area is accomplished with a rake or other tool. <br /> 5. All disturbed areas will be seeded and mulched to prevent soil erosion and help reduce frost penetration. <br /> Lateral Turn-up Detail <br /> 6 8"Diameter )Q°00000 0 oocs Threaded Cleanout <br /> ,00QoaooFinished <br /> x� <br /> 0 <br /> Lawn Sprinkler Q oo"o°o°c°oop` rade Plug or Ball Valve <br /> G r <br /> >o 000 <br /> Box <br /> ov io'ov'o�i'c�0000 )ao o ,::. <br /> Q_o Q_o.o_o Q_o_o_o_o_Q_o_a o_o�o c <br /> Vent if i of Dosed <br /> Lateral Ends at Last Orifice Where 'o°o o I, <br /> r O O O <br /> j�p00000p<<>'� E <br /> OoV00o0 <br /> 06cu0o0o0o0Q`')o�op000 -0 pO00'00pCoQooQoOop,Gc <br /> Long Sweep 90orTwo <br /> �45 Degree Bends Same <br /> ooQ000000QOQQocaoo Diameter as Lateral <br /> 00000000. 0 0 0 0 0 0 0 0 0 c. <br /> O C)00000000000000 G L <br /> 0000000000000000fs <br /> n�Q000 oQ v`c oaao <br /> Q000000000 o� 0- <br /> ao0-0000a pcor�c <br /> 0 O O O O Q O O 0 0 0 0 <br /> 00000 000 _�_ O`O 000 <br /> 0 0 0 0 0 0 0 0 0 O Q C O O <br /> O8OOp00000000000000000i)000<?n000000000�0 <br /> IJOOp000p00000009000000000000r00V00000.:.. <br /> Distribution Lateral Lateral Cleanout <br /> 97.77 Feet <br /> Project: DEAN B. HILGERS Page 6 of 14 <br />