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1984-10-30 Septic System Design Report
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744 Dickey Lake Drive - 27-118-23-33-0007
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1984-10-30 Septic System Design Report
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Last modified
9/17/2025 2:54:46 PM
Creation date
9/17/2025 2:45:53 PM
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x Address Old
House Number
744
Street Name
Dickey Lake
Street Type
Drive
Address
744 Dickey Lake Drive
PIN
2711823330007
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A615 Ringer Subdivision <br />Pxgc 5 <br />Lot 6, Block 1 <br />Peres PB61 thru P866. Borings BB61 thru BB63. Average perc <br />rates at both sites are acceptable. Slopes range from 2 to 41. <br />Mottling started at a depth of approximately 2.4 feet, with <br />actual water level at 2.5 to 4.41. A standard mound system <br />should be used at both sites. <br />Lot 7, Block 1 <br />Peres PS71 thru 1376. Borings BB71 thru BB73. Slopes average 2-3i. <br />Perc rates were fairly slc•:i, with the secondary site being somewhat <br />slower than the limit (however, the justification for Lot 5, <br />Block 1 also applies here). Actual water level ranged from 1.7 <br />to 3.5' with mottling generally below 2.5'. A standard mound is <br />recommended for both sites_ <br />Lot 1, Block 2 <br />Peres PAll thru PA18. Eorin•;s Bt.11 thru BA13. Slopes are very <br />flat. Mottling was indi.:ated below 2. i ' with actu.-1 water <br />encountered below 2.0'. Two secondary sites were tested. All <br />sites are acceptable for a standard hound system. <br />Lot 2, Mock 2 <br />Peres PA21 thru PA26. i:oring:; DA-,l thru BA23. Very flat slopes. <br />Mottling occur;, at 2.0 to 2.4' with actual water encountered <br />below 2.4'. Pere rates on b_th sites are acceptable. A mound <br />syotcm is recommended for both sites. <br />Lot 3, Block 2 <br />Peres; lIA31 tl,ru PA36. Lorinds DA31 thru L'A33.lopes averaged <br />2 to 54. -L•arts at a depth of 2.0-3.5' . I,ctual water <br />level was b3lov :. Perc rates arc acceptable. Mound systems <br />are rcco:n;ac:ndcd for both site:;. <br />Lot 4, Dlock 2 <br />Peres PA41 thru PA,G. Lorings DA41 thru DA43. Slopes are very <br />flat. Eottling qsn%tally was found below 2.0', with actual <br />water level at about 4.0'. Perc: rate for primary site is <br />acceptable; f,orc rate fr,r secondary site is slightly slow but <br />acceptable for a mound based on the justification referred to <br />for Lot 5, Dlock 1. I tucomuncnd a mound syu tcm for both sites. <br />Lot 5, 11loch 2 <br />"erns P1,51 thru hhSG. Uorinys LA51 thru DA53. :,lope:, are very <br />'iat. PIr,ttlinrJ ur.curred below 1.2 feet with actual water below <br />4.0 feet. Per(: mites ara zcccpt,ule for the primary site and <br />slightly slow •:I the cr:cc,n-l-iry site. (Refer to Lot 5, Block 1) <br />This lot has thv overall wr,r!A set of percolation rates of the <br />division. 'Ile,. ver, only two of the peres were taken in the <br />topsoil, the othrars, t•dc, ref which were very ,;low, w"re at depth. <br />I recomrrrrud that a trtoun l ust.d on this site!. If peres <br />were rc-t-.ahc:n in the topxiil, il_ i:: liltr.•ly t.hr•y •,rind pasrz as <br />!id nc•trly all ,thr:rn •lr,n•: in t.!innr!r. <br />
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