HomeMy WebLinkAbout25IWC7-Silver Falls Rd Resubdivision Plan 4-10-2025ETC
M:\7000\7800\7885 - Silver Falls Subdivision\Drawings\7885 Silver Falls Subdivision-rev access widened.dwg, 4/8/2025 4:03:23 PM, DWG To PDF 200 DPI.pc3
M:\7000\7800\7885 - Silver Falls Subdivision\Survey\7885_S_Rev1.dwg, 4/8/2025 3:52:38 PM, DWG To PDF 200 DPI.pc3
EASEMENT IN FAVOR OF
LOTS 1, 2, 3, 4 AND GOLDEN TRAILS LLC
EASEMENT IN FAVOR OF
LOTS 1, 3, 4 AND GOLDEN TRAILS LLC
EASEMENT IN FAVOR OF
LOTS 3, 4
EASEMENT IN FAVOR OF
GOLDEN TRAILS LLC
’M:\7000\7800\7885 - Silver Falls Subdivision\Drawings\7885 Silver Falls Subdivision-rev access widened.dwg, 4/8/2025 3:52:57 PM, DWG To PDF 200 DPI.pc3
0+00
1+00
2+00
3+00
4+00
5+00
6+00
7+00
8+009+0010+0011+00
12+00
13+00
14+00
F/D
SFSFSFSF SF SFF/DF/DF/DF/DF/DF/DF/DF/DF/DF/D202
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S
F
SFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSF20+00
2
1
+
0
0
22+0023+0024+0025+0026+0
0
27+0
0 1541561581601621641661581541501441
4
0
13
6
M:\7000\7800\7885 - Silver Falls Subdivision\Drawings\7885 Silver Falls Subdivision-rev access widened.dwg, 4/8/2025 4:03:08 PM, DWG To PDF 200 DPI.pc3
12+00
13+00
14+00
15+00
16+00
17+00
17+50F/DF/DF/DF/DF/DF/DF/DF/D196 19
2
188200 1962
0
4
206212204202
210
206
202200198196200202SFSFSFSF SF SFSFSFSFSF SF SFSF
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SF
SF
SF
S
F
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SF SF SF SF SF
194
200 F/DF/DF/DF/DF/DM:\7000\7800\7885 - Silver Falls Subdivision\Drawings\7885 Silver Falls Subdivision-rev access widened.dwg, 4/8/2025 4:02:47 PM, DWG To PDF 200 DPI.pc3
0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00
8
+
0
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9+00F/DF/DF/D190186188194122126130128 134138140150146154160170166174180186184SFSF SF SFSFSFSF
SF
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SFSFSFSFSFSFSFSFSFSFSF
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SF SF
S
F
SF
SFSFSFSF20+00
2
1
+
0
0
22+00154156120
130
140
150
160
170
7.40
%
5.85%7.95%10.00%GRADE BREAK STA = 0+22.05ELEV = 119.22100.000VC
7.51
%
4.17%
100.000VC
75.000VC
50.000VC
170
160
150
140
130
120
200
190
180
170
160
150
200
190
180
170
160
150
0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00
M:\7000\7800\7885 - Silver Falls Subdivision\Drawings\7885 Silver Falls Subdivision-rev access widened.dwg, 4/8/2025 4:02:28 PM, DWG To PDF 200 DPI.pc3
9+0010+0011+
0
0
12+00 13+00 14+00 15+00 16+00 17+00 17+50F/DF/DF/DF/DF/DSFSFSF SFSFSFSFS
F
SF SFSF SF
SF
SF
SF
SF
SF
SFSFSFSFSFSF
SF
SF
SF
SF
SF
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SF
F/D2.00%
4.99%
5.53%
5.01%
-7.
0
1
%
-4.
8
8
%
-21
.33%GRADE BREAK STA = 11+89.55ELEV = 197.22GRADE BREAK STA = 17+20.00ELEV = 204.00GRADE BREAK STA = 17+50.00100.000VC
50.000VC
100.000VC
150.000VC220
210
200
190
180
170
220
210
200
190
180
170
10+00 11+00 12+00 13+00 14+00 15+00 17+0016+00
M:\7000\7800\7885 - Silver Falls Subdivision\Drawings\7885 Silver Falls Subdivision-rev access widened.dwg, 4/8/2025 4:02:14 PM, DWG To PDF 200 DPI.pc3
2+003+004+005+00128134
138
140
150
146
154
160
1
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25+0026+0027+00154
156
158 160 162
164 166
158
15
4
1
5
0
144
140
1367.34
%
-
1
1
.
1
1%
1.98%-6.
0
5
%ELEV = 145.00GRADE BREAK STA = 26+88.00ELEV = 134.0075.000VC
75.000VC
75.000VC
160
150
140
130
120 27+0026+0025+0024+0023+0022+0021+0020+00
170
160
150
140
130
120
170
M:\7000\7800\7885 - Silver Falls Subdivision\Drawings\7885 Silver Falls Subdivision-rev access widened.dwg, 4/8/2025 4:01:55 PM, DWG To PDF 200 DPI.pc3
M:\7000\7800\7885 - Silver Falls Subdivision\Drawings\7885 Silver Falls Subdivision-rev access widened.dwg, 4/8/2025 4:01:35 PM, DWG To PDF 200 DPI.pc3
TEST HOLE DATA:
RECORDED BY ALYSSA BROCHU, REHS/RS
UNCAS HEALTH DISTRICT
9/9/2024
TEST HOLE 1
0-8"TOPSOIL
8"-23"ORANGE/BROWN SANDY LOAM
23"-47" LIGHT BROWN LOAM
47"-83"LIGHT BROWN SAND WITH ROCKS
*SOMEWHAT COMPACT AT 38"
ROOTS TO 32"
NO MOTTLING OBSERVED
NO GROUNDWATER OBSERVED
NO LEDGE OBSERVED
RESTRICTIVE 83"
TEST HOLE 2
0-7"TOPSOIL
7"-24"ORANGE/BROWN SANDY LOAM
24"-86" LIGHT BROWN FINE SAND WITH ROCKS
*SOMEWHAT COMPACT AT 39"
ROOTS TO 31"
NO MOTTLING OBSERVED
NO GROUNDWATER OBSERVED
NO LEDGE OBSERVED
RESTRICTIVE 86"
TEST HOLE 3
0-6"TOPSOIL
6"-23"ORANGE/BROWN SANDY LOAM
23"-80" LIGHT BROWN COARSE SAND AND GRAVEL
ROOTS TO 23"
NO MOTTLING OBSERVED
NO GROUNDWATER OBSERVED
NO LEDGE OBSERVED
RESTRICTIVE 80"
TEST HOLE 4
0-7"TOPSOIL
7"-30"ORANGE/BROWN SANDY LOAM
30"-79" LIGHT BROWN COARSE SAND AND GRAVEL
ROOTS TO 30"
NO MOTTLING OBSERVED
NO GROUNDWATER OBSERVED
NO LEDGE OBSERVED
RESTRICTIVE 79"
TEST HOLE 5
0-9"TOPSOIL
9"-26"ORANGE/BROWN FINE SANDY LOAM
26"-81" LIGHT BROWN FINE SAND AND GRAVEL
ROOTS THROUGHOUT TOPSOIL LAYER
MOTTLING AT 40"
NO GROUNDWATER OBSERVED
NO LEDGE OBSERVED
RESTRICTIVE 40"
TEST HOLE 6
0-6"TOPSOIL
6"-34"ORANGE/BROWN FINE SANDY LOAM
34"-45" LIGHT GREY SILTY LOAM
45"-70"LIGHT BROWN/GREY FINE SAND
ROOTS THROUGHOUT TOPSOIL LAYER
NO MOTTLING OBSERVED
NO GROUNDWATER OBSERVED
NO LEDGE OBSERVED
RESTRICTIVE 34"
TEST HOLE 7
0-7"TOPSOIL
7"-27"ORANGE/BROWN FINE SANDY LOAM
27"-74" LIGHT BROWN COARSE SAND AND
GRAVEL WITH ROCKS
ROOTS TO 27"
NO MOTTLING OBSERVED
NO GROUNDWATER OBSERVED
NO LEDGE OBSERVED
RESTRICTIVE 74"
TEST HOLE 8
0-7"TOPSOIL
7"-30"ORANGE/BROWN FINE SANDY LOAM
30"-80" LIGHT BROWN COARSE SAND AND GRAVEL
NO ROOTS OBSERVED
MOTTLING AT 30"
NO GROUNDWATER OBSERVED
NO LEDGE OBSERVED
RESTRICTIVE 30"
TEST HOLE 9
0-6"TOPSOIL
6"-27"ORANGE/BROWN SANDY LOAM
27"-79" LIGHT BROWN TO YELLOW BROWN COARSE
SAND AND GRAVEL
ROOTS TO 40"
NO MOTTLING OBSERVED
NO GROUNDWATER OBSERVED
NO LEDGE OBSERVED
RESTRICTIVE 79"
TEST HOLE 10
0-8"TOPSOIL
8"-32"ORANGE/BROWN SANDY LOAM
32"-78" LIGHT BROWN COARSE SAND AND GRAVEL
NO ROOTS OBSERVED
NO MOTTLING OBSERVED
NO GROUNDWATER OBSERVED
NO LEDGE OBSERVED
RESTRICTIVE 78"
TEST HOLE 11
0-7"TOPSOIL
7"-27"ORANGE/BROWN SANDY LOAM
27"-78" LIGHT BROWN COARSE SAND AND GRAVEL
ROOTS TO 33"
NO MOTTLING OBSERVED
NO GROUNDWATER OBSERVED
NO LEDGE OBSERVED
RESTRICTIVE 78"
TEST HOLE 12
0-7"TOPSOIL
7"-20"LIGHT BROWN COARSE SAND
20"-27" BROWN SANDY LOAM
27"-71"LIGHT BROWN SOARS SAND AND GRAVEL
NO ROOTS OBSERVED
NO MOTTLING OBSERVED
NO GROUNDWATER OBSERVED
NO LEDGE OBSERVED
RESTRICTIVE 71"
TEST HOLE 13
0-8"TOPSOIL
8"-31"ORANGE BROWN SANDY LOAM
31"-79" LIGHT BROWN COARSE SAND AND GRAVEL
ROOTS TO 28"
NO MOTTLING OBSERVED
NO GROUNDWATER OBSERVED
NO LEDGE OBSERVED
RESTRICTIVE 79"
TEST HOLE 14
0-7"TOPSOIL
7"-28"ORANGE/BROWN SANDY LOAM
28"-80" LIGHT BROWN COARSE SAND AND GRAVEL
ROOTS TO 26"
NO MOTTLING OBSERVED
NO GROUNDWATER OBSERVED
NO LEDGE OBSERVED
RESTRICTIVE 80"
TEST HOLE 15
0-9"TOPSOIL
9"-35"ORANGE/BROWN SANDY LOAM
35"-71" LIGHT BROWN COARSE SAND AND GRAVEL
NO ROOTS OBSERVED
NO MOTTLING OBSERVED
NO GROUNDWATER OBSERVED
NO LEDGE OBSERVED
RESTRICTIVE 71"
TEST HOLE 16
0-3"TOPSOIL
3"-10"ORANGE/BROWN SANDY LOAM
10"-90" LIGHT BROWN COARSE SAND AND GRAVEL
NO ROOTS OBSERVED
NO MOTTLING OBSERVED
GROUNDWATER SEEPAGE AT 80"
NO LEDGE OBSERVED
RESTRICTIVE 80"
PERCOLATION TEST DATA
PT#1
DEPTH: 24"
PRESOAK: YES
READING:CHANGE:
9:16 7.75"---
9:20 11.625"3.875"
9:24 15"3.375"
9:28 17.5"2.5"
9:32 19.5"2"
9:36 21.25"1.75"
9:40 22.25"1"
9:44 23.25"1"
MIN 9:28 TO 9:40 = 12 MIN
IN = 17.5 TO 22.25 = 4.75"
12MIN / 4.75IN = 2.5 MIN/IN
PERCOLATION RATE: 2.5 MIN/IN (1.0-10.0 MIN/IN)
PERCOLATION TEST CONDUCTED BY
CLA Engineers, Inc, 9/9/2024
PERCOLATION TEST DATA
PT#2
DEPTH: 24"
PRESOAK: YES
READING:CHANGE:
10:15 6.5"---
10:19 10"3.5"
10:23 13.125"3.125"
10:27 16"2.875"
10:31 18.25"2.25"
10:35 19.75"1.5"
10:39 21"1.25"
10:43 22.375"1.375"
10:47 23.5"1.125"
10:51 EMPTY
MIN 10:31 TO 10:43 = 12 MIN
IN = 18.25 TO 22.375 = 4.125"
12MIN / 4.75IN = 2.9 MIN/IN
PERCOLATION RATE: 2.9 MIN/IN (1.0-10.0 MIN/IN)
PERCOLATION TEST CONDUCTED BY
CLA Engineers, Inc, 9/9/2024
PERCOLATION TEST DATA
PT#3
DEPTH: 25"
PRESOAK: YES
READING:CHANGE:
11:20 4"---
11:24 7.625"3.625"
11:28 10.625"3"
11:32 13.75"3.125"
11:36 17.375"3.625"
11:40 20.125"2.75"
11:44 21.5"1.375"
11:48 23"1.5"
11:52 24"1"
MIN 11:36 TO 11:48 = 12 MIN
IN = 17.375 TO 23 = 5.625"
12MIN / 5.625 IN = 2.1 MIN/IN
PERCOLATION RATE: 2.1 MIN/IN (1.0-10.0 MIN/IN)
PERCOLATION TEST CONDUCTED BY
CLA Engineers, Inc, 9/9/2024
PERCOLATION TEST DATA
PT#4
DEPTH: 24"
PRESOAK: YES
READING:CHANGE:
Too Fast to Measure.
PERCOLATION RATE: FASTER THAN 1 MIN/IN (1.0-10.0 MIN/IN)
PERCOLATION TEST CONDUCTED BY
CLA Engineers, Inc, 9/9/2024
PERCOLATION TEST DATA
PT#5
DEPTH: 23.25"
PRESOAK: YES
READING:CHANGE:
12:36 6.75"---
12:40 12.5"3.625"
12:44 15.875"3"
12:48 18.875"3.125"
12:52 19.375"3.625"
12:56 20.125"2.75"
1:00 20.625"1.375"
1:04 21.75"1.5"
1:08 22.625"1"
1:12 EMPTY
MIN 12:48 TO 1:08 = 20 MIN
IN = 18.875 TO 22.625 = 3.75"
20MIN / 3.75 IN = 5.3 MIN/IN
PERCOLATION RATE: 5.3 MIN/IN (1.0-10.0 MIN/IN)
PERCOLATION TEST CONDUCTED BY
CLA Engineers, Inc, 9/9/2024
REQUIRED
AS
M:\7000\7800\7885 - Silver Falls Subdivision\Drawings\7885 Silver Falls Subdivision-rev access widened.dwg, 4/8/2025 4:01:19 PM, DWG To PDF 200 DPI.pc3
M:\7000\7800\7885 - Silver Falls Subdivision\Drawings\7885 Silver Falls Subdivision-rev access widened.dwg, 4/8/2025 4:00:48 PM, DWG To PDF 200 DPI.pc3