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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 />tdauJ <br />staning a._t _9:;c....:..: ..::;5-=1=----·~ <br />. 809 No.Brown Rd.Lot2,Blk.11 b 10 D h l _, 11-13-95 Test hole locat10 '---------------,Hoe nurn er _____ , ate o e was prepare~u ____ _ <br />Depth of hole bottom._ __ l_2 ___ inches, Diameter of hol,..._ __ G ___ inches <br />Soil data from test hole: <br />Depth, inches Soil texture <br />0 -12 11 Topsoil dark brown loam <br />Method of scratching sidewal.__K_n_i_f_e _____________________________ _ <br />2 Depth of gravel in bottom of hol.__ ____ _,·nches <br />11-13-95 11:30am 12 Date and hour of initial water fill in _____ , Depth of initial water fill in~"-------'· nches above hole bottom <br />Method usea to main tam at least 12 inches of water depth in hole for at least 4 hou ,,__A_u_t_o_m_a_t_i_c __ s_i-=-p_h_o_n _____ _ <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 prefill 6 <br />9:51 10:21 II 2-3/4 10.9 30 min <br />10:29 10:59 II II II II II <br />11:08 11:38 II II II II II <br />Percolation rate = __ l_0_._9 _ _., inutes per inch.
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