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1988-001496 - septic system
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1988-001496 - septic system
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Entry Properties
Last modified
8/22/2023 5:19:49 PM
Creation date
4/26/2017 12:05:36 PM
Metadata
Fields
Template:
x Address Old
House Number
175
Street Name
Landmark
Street Type
Drive
Address
175 Landmark Dr
Document Type
Septic
PIN
0511723220011
Supplemental fields
ProcessedPID
Updated
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. PERCOLATION TEST DATA SNEET � <br /> .. .m. <br /> • Percolation test readings made by Steven B. Schirmers on $-4'8� �starting ar 9 : 0 4 . <br /> �m�.� <br /> Test hole locatio►► Lr�t 2, �$2 LL��T�ir�e RrL ,Hole number_A ,Date hole was prepare� 8—"�—8 7 <br /> Depth of hole botton+ 18 inches,Diameter of hole 6 �nches � <br /> Soil data from test hole: � <br /> Depth,inches Soil textun: <br /> 0 - 8" To}�soil very dark brown loam <br /> 8" - 18" Dark gray loam <br /> Method of scratching sidewall Kn i f e <br /> Depth of gravel in bottom of holP 2 inches <br /> 8-3-87 11: OOa.m. 12 <br /> Date and hour of initial water filling ,Depth of initial water filling inches above holc bottom <br /> Method used to maintain at least 12 inches of water depth in hole for at least 4 hours Automatic s iphon <br /> ,Maximum water depth above hole bottom during tes� 6 inchr. <br /> Time Percolation <br /> Time interval. Measurement, Drop in water rate, R�marl.a <br /> . minutes inches level,inches minutes per <br /> inch <br /> Water re aining in est hole <br /> 9 : 04 9 : 34 6 1-1/2 20 . 0 30 min <br /> 9 : 39 10 : 09 " " " " " <br /> 10 : 16 10 : 46 " " " " " <br /> Percolation rate = 2� - � minutes per inch. � <br />
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