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1978-01-24 Septic System Design Report
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1978-01-24 Septic System Design Report
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Last modified
12/11/2025 10:05:33 AM
Creation date
12/11/2025 10:04:06 AM
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Template:
x Address Old
House Number
2927
Street Name
Fairview
Street Type
Lane
Address
2927 Fairview Lane
PIN
0411723340010
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78-008A <br />David Nitz, Inc. -3- January 24, 1978 <br />As indicated, percolation tests aP-1, P-5 and P-6 met the <br />percolation requirements, while tests NP-2, P-3, and P-4 <br />indicated values outside the limits for a typical individual <br />' sanitary sewer system. At that time, in our opinion, it <br />appeared likely that a suitable drainfield site can be <br />located on the site further to the west of the drainfield <br />area site, that was initially investigated. <br />As you requested, on January 13, four additional percolation <br />tests, P-7 through I'-10, were performed, approximately 30 <br />' feet further west than the location of P-1 and P-6 and at <br />slightly higher elevations than those areas tested previously. <br />Readings of the additional tests were conducted on January <br />13 with the following results. <br />Surface Soil At Rate <br />Test # Elevation Test Depth (mpi) <br />' P-7 88.4 Clayey Sand 36 <br />P-8 84.2 Clayey Sand 2"' <br />P-9 80.9 Clayey Sand 45 <br />P-10 84.6 Clayey Sand 60 <br />The average four additional tests, along with the passing <br />' results of P-1 and P-6, is then 45 mpi. <br />REMARKS: <br />In our opinion, a suitable drainfield can be situated imme- <br />diately to the south and west of the proposed house loca- <br />tion, with the start of the drainfield at or near the loca- <br />tion of percolation tests #P-9 and P-10 and extending in a <br />southeastward manner, following the contours of the slope. <br />The system designed for Lot 10, Block 1 was based on the <br />results of percolation tests P-1 and P-6 through P-10, which <br />indicated an average of 45 mpi. For this system, a total of <br />295 lineal ''eet of absorptive trench per bedroom would be <br />required, therefore, the drainfield system consisting of 885 <br />s[. 44a*a4 feet of absorptive trench w.- based on a 3-bedroom <br />U home for this lot. In order to meet this requirement, six <br />30-inch wide absorptive trenches 60 feet in length with 7 <br />foot center -to -center spacing should be adequate for this <br />lot. <br />It has been our pleasure to be of service to you on this <br />project. If we can be of further assistance in evaluating <br />the enclosed data, kindly contact us at your convenience. <br />I <br />The content of this rr RtA N DIg SoMents are for the exclusive use of the <br />we make no representation n assume no responsibihir to any other parties regart <br />Very truly yours, <br />
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