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 450 gpd Maximum Influent Particle Size 1/8 in <br /> Estimated Flow-Average 300 gpd Maximum BODS 30 mg/L <br /> Septic Tank Capacity 1000 gal Maximum TSS 30 mg/L <br /> Soil Absorption Component Size 227.5 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. March 20, 2017. <br /> 2. Dispersal cell media conforms to GeoMat products approved for use with the GeoMat In Ground Component <br /> Manual Ver. March 20, 2017. 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 /> �,0000 <br /> 6-8"Diameter .,,00°°°oma _ Finished Threaded Cleanout <br /> ' Lawn Sprinkler )000000000 :r Plugor Ball Valve <br /> ._-....0000000. Grade <br /> i <br /> OBox bon • 0oco <br /> C o°o°o Oc)OOO, o . <br /> U v 0 0 0 0 0. 0 0 0 0 0 0 $ <br /> • 0 _0_0_"O O O O O _0_ U 0 0 . .$)0 O O O.i• <br /> •OrO_Q=2(i_O_O_O_O_O_O_O�Or..0�0_O O O= •O°O 0,..,,,U,, .,;i;• <br /> CI Lateral Ends at Last Orifice Where ).'- <br /> 000Gvovvv°vc rrn-x)0-00 <br /> `0000000000 •wOOr 00000000�000 : •-o ., ,_ LongSweep90 or Twoo�oo0_o �oo_.- _000 <br /> �� 45 Degree Bends Same <br /> 0°0°0°0°090°0°000°0°0°0°0°0°0°0°0°0°d)0` ; <br /> 0000°000°0°00°0000°0°°°0°00°°0000°0°�.o. Diameter as Lateral <br /> 00000000000000000 .00 0.0.0 0000000(3:: <br /> 0000°000 ; ••00000,(•7000; <br /> ,000000000000000004( <br /> P0°0°0°0°0°0°0°0°0 0 0 0 0 <br /> .O'O GG O O�U 0 0 <br /> 0 0 0 .C,.O O O O v 0 C2�O n 0_0 0.O,G <br /> Distribution Lateral Lateral Cleanout <br /> 95.51 Feet <br /> Project: COREY BAUER Page 6 of 16 <br />