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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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% _ . . . <br /> . PERCOLATION TEST DATA SHEET <br /> ' a.m. <br /> • Pcrcolation tcst readings made by Steven B. Schirmers on 8-4-8� starting ac 9 : 0 5 �,.,,,. <br /> ��,�., � <br /> Lot2,3820 Bayside Rd. 5 8-3-87 <br /> Test hole locatioa , ,Hole number , Date hole was prepare� <br /> Depth of hole bottom 18 inches,Diameter of holP 6 inches ' <br /> Soil data from test hole: <br /> Depth,inches Soil texture , <br /> 0 - 12" Topsoil verv dark brown loam � <br /> 12" - 16" Dark brown loam " <br /> 16" - 18" Gray brown clay loam � <br /> Meihod of scratching sidewall Knif e � <br /> Depth of gravel in bottom of holP 2 inches � <br /> 8-3-87 11s00a.m. 12 • <br /> Date and hour of initial water filling .Depth of initial water filliqg ' inches above hole 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 test 6 inchrs <br /> Time Percolation <br /> Time interval, Measurement, Drop in water rate, Rcmarks <br /> minutes inches level,.inches minutes per <br /> � inch <br /> 8 : 50 prefill � 6 <br /> 9 : 05 9 : 35 ' " 4-3/4 6. 3 30 min <br /> 9 : 38 10 : 08 � " 4-5/8 � 6 . 5 " " <br /> 10 : 17 10 : 47 � " " " " " � <br /> Percolation rate = 6.4 n+inutes per inch�. <br /> , ; I <br />
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