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1260 Woodhill Avenue - 02-117-23-24-0009
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Septic System Approval
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Last modified
8/22/2023 4:07:43 PM
Creation date
2/25/2020 11:04:33 AM
Metadata
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Template:
x Address Old
House Number
1260
Street Name
Woodhill
Street Type
Avenue
Address
1260 Woodhill Ave
Document Type
Septic
PIN
0211723240009
Supplemental fields
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L-13 <br /> CERTIFICATION # 00627 Logs of Soil Borings <br /> Location or Project Lot 2 , Block 1, Woodhill <br /> • Borings made by S-P Testing, Inc. Steve Schirmers Date 6-1-87 <br /> Classifiction System: AASHO ; USDA-SCS X ; Unified ; Other <br /> Auger used (check two) : Hand X , or Power , Flight , or Bucket X <br /> Depth, Boring number 1 Depth, Boring number 2 <br /> in in <br /> feet Surface elevation • 993. 9 feet Surface elevation 991•=3 <br /> ..0. - 0 - <br /> Topsoil dark gray brown Topsoi6 daEls. gray brownloam <br /> 0 - 8" loam <br /> • Gray brown loam <br /> • 1 • <br /> _. - Dark gray brown 1 - 6" - 1 ' 2" • <br /> sandy • 8" _ 1 , 8" loam Brown loam to clay loam <br /> 1 ' 2" - 1 ' 10" <br /> Brown sandy loam • <br /> 2 :- 1 ' 8" - 2 ' 2" 2 - <br /> • Brown loamy sand <br /> 2 , 2„ _ 2 , 8„ Brown sandy loam <br /> 7 Brown sandy loam 3 1 ' 10" - 3 ' 4" <br /> 2 ' 8" - 3 ' 8" <br /> Brown loam <br /> Brown loam <br /> 4 - 4 - 4 ' 2"-mottling • <br /> 3 ' 8 - 4-1/2 ' -mottling 3 ' 4" - 4 ' 8" <br /> Olive brown loam <br /> 4-1/2 ' - 5 ' <br /> '5 - 5 - Olive brown strong loam <br /> Olive brown strong loam <br /> 5 ' - 6 ' 4 ' 8" - 6 ' <br /> 6 - • 6 - <br /> 7 - 7 - <br /> 8 - . 8 - <br /> • <br /> • <br /> End- of boring .at 6 feet. End of boring at 6 feet. <br /> Standing water table: Standing water table: - <br /> present at feet of depth, present at feet of depth, <br /> hours •after boring. -hours after boring. - . <br /> - Not .present_in <br /> oring. - <br /> Not .present_.in hole X Not present. in holeX <br /> Mottled soil : Mottled soil : <br /> Observed at 4-1./2 feet of depth. Cbserved at 4 ' 2" ' feet of depth. <br /> Not present in hole Not present in hole • <br /> Comments : Comments: <br />
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