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1996-07-10 Septic System Design Report
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1996-07-10 Septic System Design Report
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Last modified
12/11/2025 12:53:46 PM
Creation date
12/11/2025 12:50:27 PM
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x Address Old
House Number
2943
Street Name
Fairview
Street Type
Lane
Address
2943 Fairview Lane
PIN
0411723340008
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-ERTIFICATION NO.627 <br />iTATE LICENSE N0.394 <br />PERCOLATION TEST DATA SHEET <br />:3ercolation test readings made by S-P Testing, Inc. on 7-12-% starting at 12;04pm, <br />rest hole location Rebstock. 2943 Faryiew Lane, Orono. <br />rest hole number L Date test hole was prepared 7-11-%. <br />Depth of hole bottom U inches. Diameter of hole ¢ inches. <br />SOIL DATA FROM TFSTHOLF <br />DEPTH,INCHES SOIL TEXTURE <br />0 - 12" Eroded brown loam <br />Method of scratching sidewall is knits. Depth of gravel in bottom of hole is j_iadm Date and hour of initial <br />water filling 7-11- 1:30M Depth of initial water filling is 12iasim above the hole bottom. <br />Method used to maintain at least 12 inches of water depth in hole for at least 4 hours is antomalk sighm <br />Maximum water depth above hole bottom during test is i inches. <br />---- -- — ` <br />Measurement <br />Drop in water level. <br />Percolation rate, � ^ <br />Time _ Time interval min <br />inches <br />inches <br />minutes per inch Remarks <br />+ <br />11:52 { prefill <br />6 <br />— <br />12:04 i 12:34 <br />6 <br />4-M <br />L6.9 30 min <br />12:37 <br />i 1:07 <br />6 <br />4-3/8 <br />6.9 <br />30 min <br />1:11 <br />1:41 <br />6 <br />i <br />4-3/8 <br />6.9 <br />30 min <br />I <br />I <br />l <br />Percolation rate = 62minutes per inch. <br />
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