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1987 septic design
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255 Landmark Drive - 05-117-23-23-0037
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1987 septic design
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Entry Properties
Last modified
8/22/2023 5:20:23 PM
Creation date
4/26/2017 1:24:09 PM
Metadata
Fields
Template:
x Address Old
House Number
255
Street Name
Landmark
Street Type
Drive
Address
255 Landmark Dr
Document Type
Septic
PIN
0511723230037
Supplemental fields
ProcessedPID
Updated
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• PERCOLATION TEST DATA SHEET ' <br /> Steven B. Schirmers M, 7-31-87 � � g 9:49 � <br /> Percolation test readings made by-- tartin a� <br /> rau.� <br /> Test hole location Lot 3.3 8 2 0 Bav s ide Rd. ,Hole number 6 ,Date hole was prepg� �—3 0—8 7 <br /> Depth of hole bottom 1 8 inches,Diameter of hol� � �nchea . <br /> Soil data from test hole: • <br /> Uepth,inches Soil texture ' <br /> 0 - 4" Fill - dark brown loam , � <br /> 4" - 16" Olive brown clav loam _ pY,.��,�;-Q� <br /> 16" — 18" Olive brown loam � <br /> Method of scratching sidewall Kni f e ' <br /> Dcpth af gravel in bottom of hole 2 inches � <br /> 7-30-87 3 : 30p.m. � <br /> Uatc and huur of initial water filling ,Depth of initial water filling 12 inches above hole buttom <br /> Methal used to maintain at least 12 inches of water depth in hole for at least 4 hourR-_ Automatic siphon <br /> ,Maximum water depth above hole bottom during tes� 6 inchc. <br /> Time • Percolation <br /> Time interval, Measunement. Drop in water rate. Remark. <br /> minutes inches level.'inches minutes per <br /> 'inch <br /> 9 : 34 prefill 6 � <br /> 9 : 49 10: 19 6 2-1/2 ; 12.0 30 min <br /> 10 : 20 10: 5�0 � � � " 2-5/16 13 .0 " " <br /> 11:01 11: 31 " 2-3/16 13. 7 " " <br /> Percolation rate =- 12'9 •�inutes per inch. ; <br />
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