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#2306 Septic Design Report
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809 Brown Road North - 27-118-23-34-0006
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#2306 Septic Design Report
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4/2/2026 10:43:37 AM
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CERT. #00627 <br />PERCOLATION TEST DATA SHEET <br />Percolation test readings made by-__ S_-_P_T_e_s_t_i_n--"-g-'-,_I_n_c_. ___ on 11-14-9 5 <br />td,Ut} <br />0:-m: <br />starting at._ ___,9::.....:...: ..:..4""--9___ p.m. <br />Test hole locatio 8 O 9 No· Brown Rd • Lot 2 '81 ~ Htle number ___ 8 __ , Date hole was prepar<>d l l-l 3-9 5 <br />Depth of hole bottorn'----'1;;;....2=---__ inches, Diameter of ho)..._ __ G ___ inches <br />Soil data from test hole: <br />Depth, inches Soil texture <br />0 -10 11 Topsoil dark brown loam <br />10 11 <br />-12 11 Gray brown loam <br />Method of scratching sidewal.__K_n_i_f_e ______________________________ _ <br />2 Depth of gravel in bottom of ho! · nches <br />Date and hour of initial water filling 11-1 3 -9 S , Bdpfu4:)9 itlffial water fillin_ ... ___ l_2 _ _.· nches above hole bottom <br />Method usea to maintain at least 12 inches of water depth in hole for at least 4 hours Automatic siphon <br />6 <br />-------------------, Maximum water depth above hole bottom during tes......_ ____ _,·nches <br />Time Percolation <br />·time interval, Measurement, Drop in water rate, Remarks <br />minutes inches level, inches minutes per <br />inch <br />9:25 prefill 6 <br />9:49 10:19 II 3-9/16 8.4 30 min <br />10:27 10:57 fl 3-3/8 8.9 II II <br />11:06 11:36 II 3-1/4 9.2 II II <br />Percolation rate =_8_·_8 __ -J11inutes per inch.
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