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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_. ___ 0 n <br />~···, <br />. (?.-m: .. ./ 1 1 -14-95 sta11ing a~t _ __,_9_.._;=4_...8'--_ p.m. <br />,d..,,rJ <br />Test hole locatio 8 O 9 N • Brown Rd • Lot 2 'B 1 k ~ f'fole n~mber ___ 7 ___ , Date hole was prepare .... d_l_l_-_1_3_-_9 5 <br />Depth of hole bo11om.__ __ 1_2 __ inches, Diameter of hoJ.__ __ 6 ___ 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 Brown clay loam <br />Method of scratching sidewal.___K_n_i_f_e ______________________________ _ <br />2 Depth of gravel in bottom of ho).__ ____ _,· nches <br />11-13-95 11:30am 12 <br />Date and hour of initial water fillin , Depth of initial water fillin_><------'· nches above hole bottom <br />Method usea to maintain at least 12 inches of water depth in hole for at least4 hours Auto ma tic siphon <br />6 <br />-------------------, Maximum water depth above hole bottom during tes.__ ____ inches <br />Time Percolation <br />·~·ime interval, Measurement, Drop in water rate, Remarks <br />minutes inches· level, inches minutes per <br />inch <br />9:25 pref ill 6 <br />9:48 10:18 II 3-1/2 8.6 30 min <br />10:26 10:56 II 3-1/4 9.2 II II <br />11:05 11:35 II 3-1/8 9.6 II II <br />Percolation rate = __ 9 _._l __ J11inutes per inch.
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