HomeMy WebLinkAbout- Plans - 50 SAW MILL ROAD 10/21/2019 BENCHMARK CHAR7 „�
LEGEND
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REFERENCE:
600K: 13493 PAGE: 13
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ASSESSOR N/FVOLSFAFGTC ASSESSOR REFERENCE:
ASSESSOR MAP 104A PARCEL 86
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s,s )\ o�P / SEWER INVERT OUT OF HOUSE 98.60' 98.60'
e$ aU SEWER INVERT INTO SEPTIC TANK 97.97'_ 98.19'
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J oy°s' SEWER INVERT OUT OF SEPTIC TANK 97.72' 9794'
SEWER INVERT INTO D—BOX 97,22' 97,25' Cj
SAW MILL ROAD SEWER INVERT OUT OF D—Box 97 05' 97 08'
SEWER INVERT BEGIN LEACHING TRENCH 97.03' 97.03' Q
ao\ SEWER INVERT END LEACHING TRENCH 96,80' 96,80' Q
BOTTOM OF LEACHING FIELD 96.30' 96.30' J O � O� �
MAXIMUM SEASONAL GROUNDWATER 93.3' �l
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GRAPHIC SCALE SEPTIC SYSTEM TIES BUILDING CORNER hJ \ O
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of Lx s�o*1 o v SEWER AT FOUNDATION 7 4' 21 EF
SEWER COVER OVER SEPTIC INLET 12.8' 26.D' — Z
SEWER COVER OVER SEPTIC OUTLET 15,8' 19.3'
CENTER OF D—BOX — 38.2
EDGE OF FIELD (D) — 29.2' 72,6' �j
EDGE OF FIELD (E) — 47.2' 81.9 Z U)
EDGE OF FIELD (F) — 68.3' S2.2'
EDGE OF FIELD (G) — 57.3' 36.0'
=20 FEET
INSPECTION PORT — 59.7' 49.4' E OCT, 2�, 2019
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