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10-23-2019 Septic Design
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155 Wear La N - 33-118-23-34-0013
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10-23-2019 Septic Design
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Last modified
8/22/2023 4:50:54 PM
Creation date
10/5/2021 11:23:03 AM
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x Address Old
House Number
155
Street Name
Wear
Street Type
Lane
Street Direction
North
Address
155 Wear Lane North
Document Type
Septic
PIN
3311823340013
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Property <br />Owner: <br />Septic System Design <br />Additionai information <br />Ross .iohnson <br />Description of Waste Water Treatment System <br />This site is an existing home with a failed mound system due to iron filter plugging of the mound <br />rockbed and sand. The existing mound is not worth fixing due to its age and is better off being <br />replaced. A new mound is being designed northeast of the existing mound near the wooded <br />patch of the lot. There are about 6-10 trees that will need to be cut down. The existing tanks on <br />the property will need to be pumped, crushed and abandoned. Two new 1250 gallon septic <br />tanks will be installed along with a 1250 gallon pump tank. From the pump tank effluent will be <br />pumped approximately 85 feet to the newly proposed mound. The proposed mound will have a <br />10'x62.5' rockbed with a 2 foot sandlift under the rockbed. A flow measurement device must be <br />installed and the existing iron filter must be routed out of the septic system. <br />This new on-site sewage treatment system is designed for a 5 bedroom home, Type 1 system in <br />accordance with the MPCA Chapter 7080 and local ordinances. <br />The soils on this site are loamy. The periodically saturated soils were located after going to a <br />depth of 12 inches. This will lead 12 inches of usable soil underneath the mound with a 2 foot <br />sand lift. Therefore providing a 36 inch separation for the treatment of effluent above the <br />periodically saturated soils. <br />2-1250 gallon tank will need to be installed along with the installation of a 1250 gallon pump <br />tank to lift the sewage to the treatment area. The power supply and switches must be located <br />outside the manhole and pumping chamber in a weather proof enclosure. A warning device <br />must also be installed with audio/visual alerts. The supply line must have drain back to the <br />pumping chamber. <br />From the pump tank sewage will be pumped approximately 85 feet to the mound. There will be <br />3- 2" pipes each 3 feet apart inside the 10' by 62.5' rockbed. The mound will have a total <br />footprint of 47' by 99' with 6 percent slope underneath it. <br />All tank manholes should be brought to grade upon completion of tank installation, inspection <br />ports for the distribution boxes should also be at grade upon completion. <br />Keep all vehicles and construction equipment off septic area. Ruttinq_ and/or com_pactinq_ the <br />soil will change the percolation rates and may lead to system failure. <br />Homeowner to verify all property lines and all relevant setbacks. Homebuilder and septic <br />installation company must verify all wetland setbacks, <br />Elevations are referenced to Bench Mark on the bottom of siding in the back of the home. <br />Ende Septic Service, LLC, 24910 Territorial Road 1ph.763-428-4489orit7fo(@endeseptic.com 1 <br />
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