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CONS <br />T <br />R <br />U <br />C <br />T <br />I <br />O <br />N <br /> <br />& <br /> <br />P <br />U <br />M <br />P <br />E <br />R <br /> <br />A <br />C <br />C <br />E <br />S <br />S <br />10' - <br /> <br />4" S <br />C <br />H <br />4 <br />0 <br /> <br />P <br />I <br />P <br />E <br />w <br />DEEP <br />WELL <br />50'-0" <br />19'-0" <br />1 <br />9 <br />' <br />- <br />0 <br />" <br />1 <br />7 <br />' <br />- <br />0 <br />" <br />10'-0 <br />" <br />ABSORPTION AREA <br />ROCK BED <br />1 <br />1 <br />% <br /> <br />s <br />l <br />o <br />p <br />e <br />1 <br />0 <br />% <br /> <br />s <br />l <br />o <br />p <br />e <br />1 <br />5 <br />% <br /> <br />s <br />l <br />o <br />p <br />e <br />1 <br />4 <br />% <br /> <br />s <br />l <br />o <br />p <br />e <br />ALTERN <br />A <br />T <br />E <br />PRIMARY <br />SB1 <br />SP2 <br />SP1 <br />SP3 <br />SB3 <br />SP4 <br />1 <br />0 <br />' <br />- <br />0 <br />" <br />10' SETBACK160' - 2" SCH40 PIPE 1,000-gal <br />Pump Tank <br />1,000-gal1,500-gal <br />BENCHMARK = 971.8' <br />Top of SW Iron <br />Proposed Location of Tanks <br />**Installer may choose a different location** <br />Abandon Existing <br />Drainfield & Tanks <br />Kloeppner Services & Designs, LLC <br />Lic # 4043 <br />Approved by: Jesse Kloeppner <br />Date - 5/5/21 <br />NOTES: <br />1. Minimum volumes for New Tanks: 1st Tank - 1,250-gallons; 2nd Tank - 1,000-gallons; Pump Tank - 1,000-gallons. <br />2. The pump tank will need to installed closer to the mound to create proper drainback. <br />3. An Alternate Site was identified and staked out. Protect area during construction and for future use. <br />4. Mound berms calculated at 3:1 slope ratio. The Downslope berm cannot extend beyond property boundary. Due to the the height <br />of the mound and 12% slope, additional landscaping may be necessary to keep backfill and topsoil on property. <br />5. Alternate Site identified did not find >12" of suitable soil. The future system will require a Type III mound with 36" of washed mound <br />sand or a Type IV system. The entire site was investigated for a Type I system for the alternate location. Due to the vehicle traffic <br />and disturbed soil no secondary site, with a Type I system, can be built on the property. <br />MOUND DIMENSIONS <br />Absorption Bed - 26' x 50' <br />Upslope Elev. - 976.0' <br />Min: Sand Height - 24" @ 978.0' <br />Rockbed Laterals Elev. - 978.8' <br />Height @ Crown Elev. - 980.2' <br />LATERALS <br />3 - Laterals @ 48' of 1-1/2" SCH40 <br />Spacing - 3' - Drilled Holes - 3/16"PRIMARY <br />NW - 973.1' <br />NE - 976.0' <br />SW - 973.3' <br />SE - 976.0' <br />ALTERNATE <br />SB2 - 979.5' <br />SP3 - 976.2' <br />SP4 - 978.3' <br />PRIMARY <br />SB1 - 976.0' <br />SP1 - 973.6' <br />SP2 - 975.5' <br />ALTERNATE <br />NW - 976.4' <br />NE - 980.0' <br />SW - 976.2' <br />SE - 980.0' <br />TANKS <br />1st Tank - Ground - 986.0' - 2' Bury Depth <br /> - Inlet Invert - 983.0' <br />2nd Tank - Ground - 985.5' - 2' Bury Depth <br /> - Invert - 982.5' <br />Pump Tank - Ground - 973.0' - 2' Bury Depth <br /> Inlet Invert - 970.0' <br />- THIS IS ONLY A SITE PLAN <br />- ALL SEPTIC LOCATIONS AND MEASUREMENTS ARE ONLY ESTIMATES <br />- AS-BUILT WILL NEED TO BE PROVIDED BY INSTALLER AFTER CONSTRUCTION <br />LEGEND: <br />W = Well <br />SB = Soil Boring <br />SP = Soil Pit <br /> = Benchmark