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1985-01-06 Septic System Design Report
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1985-01-06 Septic System Design Report
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Last modified
9/18/2025 8:32:22 AM
Creation date
9/17/2025 4:07:38 PM
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x Address Old
House Number
745
Street Name
Dickey Lake
Street Type
Drive
Address
745 Dickey Lake Drive
PIN
3411823220008
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A 615 <br />F,age <br />Ringer Subdivision <br />5 <br />� J Lot 6. Block 1 <br />63 Avera e pert <br />Peres 1'B61 thru PB66. Borings BB61 thruSloBB 9 - <br />rates at both sites are acceptable. <br />roximatel es r2n4efeetm with 1 to 4�. <br />}' Mottling started at a depth of app Y <br />.5 to 4.4'. A standard mound system <br />actual water level at ? <br />should be used at both sites. <br />Lot 7, Block 1 <br />Peres PB71 thru PB76. Borings BB71 thru BB73. Slopes average 2-38. <br />Perc rates were fairly slow, with the secondary site being somewhat <br />slower than the limit (however, the justification for Lot 5, <br />Block 1 also applies here). 4ctual 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 PA11 thru PA18. Borings BAll t)lru BA13. Slopes are very <br />flat. Mottling was indicated below 2.2 ' with actual water <br />encountered below 2.0'. :wo secondary sites were tasted. All <br />sites are acceptable for a standard mound system. <br />Lot 2, Block 2 <br />Peres PA21 thru PA26. Borings DA21 thru DA23. Very flat slopes. <br />Mottling occurs at 2.0 to 2.4' with actual water encountered <br />below 2.41. Perc rates on both sites are acceptable. A mo•ind <br />system is recommended for both sites. <br />Lot 3, Block 2 <br />Peres PA31 thru PA36. Borings BA31 thru BA33. Slopes averaged <br />2 to 5%. Mottling starts at a depth of 2.0-3.51. Actual water <br />luvel was below 2.5'. Perc rates are acceptable. Mound systems <br />are recommended for both sites. <br />Lot 4, Block 2 <br />Peres PA41 thru PA46. Borings DA41 !-hru DA43. Slopes are very <br />flat. Mottling generally was found below 2.0', with actual <br />water level at about 4.01. Perc rate for primary site is <br />acceptable; pert rate for se—ndary site is slightly slow but <br />acceptable for a mount: t--used :)n the justification referred to <br />for Lot 5, Block 1. 1 recommend a mound system for both sites. <br />Lot 5, Block 2 =rNRL Lc,r ZPeres PA51 thru PA56. Borings Y5lP'thOru BA53. Slopes are very <br />flat. Mottling occurred below 1.2 feet with actual water below <br />4.0 feet. Perc rates are acceptable for the primary site and <br />slightly olov at the secondary site. (Refer to Lot 5, Bloc% 1) <br />This lot has the overall. worst set of p^-colation rates of the <br />di vision. 'However, only two of the Peres .--re taken in the <br />topsoil, the others, two of which were very slow, were at depth. <br />I recommend that a mound system be used -)n this sicc. If peres <br />were re -taken in the topsoil, it is likely they would ljass as <br />(lid nearly all others done in this manner. <br />
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