HomeMy WebLinkAboutSeptic System Design Plan 11-21-2024 REV 1-2-2025SFSFSFSFSFSFSF
SF SF
SF SFSFSFSFSFSFSFSFSFSF SFSF
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SF146
144
142
0+
0
0
0+
5
0
128
130
0+50
126
132
134
136
138
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124
122
128
130
126
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134
136
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140
124
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0+00 0+25
TEST HOLE DATA:
RECORDED BY DAVID COUGHLIN
UNCAS HEALTH DISTRICT 4/13/2000
(SEE MAP REFERENCE #1)
TEST HOLE 1A
0-6"TOPSOIL
6"-42"TAN SS
42"-71" FINE SILTY SAND W/ GRAVEL
NO LEDGE
NO GROUNDWATER
NO MOTTLING
TEST HOLE 1B
0-10"TOPSOIL
10"-38"TAN SS
38"-83" FINE SILTY SAND MED. COMP.
NO LEDGE
NO GROUNDWATER
MOTTLING @ 43"
TEST HOLE 1C
0-9"TOPSOIL
9"-36"TAN SS
36"-77" GREY SILTY SAND
NO LEDGE
NO GROUNDWATER
MOTTLING @ 63"
TEST HOLE 1D
0-12"TOPSOIL
12"-44"TAN SS
44"-89" FINE GREY SILTY SAND W/ STONE
NO LEDGE
GROUNDWATER @ 72"
MOTTLING POSSIBLE @ 40"
PERCOLATION TEST DATA
(SEE MAP REFERENCE #1)
PERC#1 A
PERCOLATION TEST 9/18/2000
PERCOLATION RATE: 10 MIN/INCH
DEPTH: 24" PRESOAK: 10:57
1:30 5 1/2"
1:35 8 1/2"
1:40 10"
1:45 11"
1:50 12"
1:55 13"
2:00 13 1/2"
2:05 14 1/4"
2:10 15"
2:15 15 1/2"
2:20 16"
2:25 16.5"
2:30 17"
PRIMARY SEPTIC SYSTEM - CROSS SECTION A-A
GREEN SITE
DESIGN
LLC
NOTE:Y:\PROJECTS\73 - Todd Bennett Site Plan\Drawings\GSD-73 - Todd Bennett Leffingwell SSD Lot 13-001_rev4_recover.dwg, 1/3/2025 3:41:10 PM
SFSFSFSF
SF SFSFSFSF
SF SF
SF SF SF
SF
SF
SF
S
F
SFSFSFSFSF0+000+50GREEN SITE
DESIGN
LLC
NOTE:Y:\PROJECTS\73 - Todd Bennett Site Plan\Drawings\GSD-73 - Todd Bennett Leffingwell SSD Lot 13-001_rev4_recover.dwg, 1/3/2025 3:41:28 PM