HomeMy WebLinkAbout25IWC7-Silver Falls Rd Resubdivision Plan 4-10-2025 REV 5-7-2025ETC
EASEMENT AREA B IN FAVOR OF
LOTS 1, 2, 3 AND 4
AREA=23,938.83± SF OR 0.55± ACRES
EASEMENT AREA C IN FAVOR OF
LOTS 1, 3 AND 4
AREA=3431.09± SF OR 0.08± ACRES
EASEMENT AREA D IN FAVOR OF
LOTS 3, 4
AREA=16,376.09± OR 0.38± ACRES
EASEMENT AREA A IN FAVOR OF
GOLDEN TRAILS LLC
AREA=52,443.46± SF OR 1.20± ACRES
EASEMENT AREA E IN FAVOR OF LOT 2
AREA=9200.00± SF OR 0.21± ACRES
EASEMENT AREA F IN FAVOR OF
LOTS 1, 2, 3, 4 AND GOLDEN TRAILS LLC
AREA=38,423.48± SF OR 0.88± ACRES
’
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/D202
210
206
202200194192190186188 198196200122126130128 134138140150146154160170166174180186184 SFSFSFSF SF SFSFSFSFSF SF
SF SFSFSF
SF
SF
SF SF
SF SFSFSFSF
SF
SFSFSF SFSF SF SF SF SFSF
SFSFSFSFSFSFSF134200SFSF
SF
SF
SF
SF
SF
SF
SFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSF20+00
2
1
+
0
0
22+0023+0024+0025+0026+0
0
27+0
0 1541561581601621641661581541501441
4
0
13
60+001+00-2+00-1+00SFSFSF
SF SFSFSFSF SF
12+00
13+00
14+00
15+00
16+00
17+00
17+50F/DF/DF/DF/DF/DF/D196 19
2
188200 1962
0
4
206212
204
202
210
206
202200198196200SFSFSFSF SF SFSFSFSFSF SF SFSFSFSFSF SF SFSF SFSFSF SF
SFSFSF
SF
SF
SFSFSFSF
SF
SF
194
200 F/DF/DF/DF/DSFSF
S
F
S
F
SF SF
SF
SF
S
F
S
F
SFSFSFSFSFS
F
0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00
8
+
0
0
9+00F/DF/D190186188122126130128 134138140150146154160170166174180186184SF SF SF SF SF SFSFSFSF SFSF
SF
SF
SFSFSFSFSFSFSFSFSFSF
SF SF
SF
SF
SF SF
EASEMENT
A
R
E
A
C
I
N
F
A
V
O
R
O
F
LOTS 1, 3 A
N
D
4
AREA=3431
.
0
9
±
S
F
O
R
0
.
0
8
±
A
C
R
E
S
SFSFSFSF20+00
2
1
+
0
0
22+001541560+00-1+00SF120
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
9+0010+0011+
0
0
12+00 13+00 14+00 15+00 16+00 17+00 17+50F/DF/DF/DSFSFSFS
F
SF SFF/DSFSF
SFSFSF
SF SF SF
SFSFSFSFSFSFSFSF2.00%
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
2+003+004+005+00128134
138
140
150
146
154
160
1
3
4
SFSF SFSFSF
SF SF SF SF SF SF
SF
SF
SF
SF
SFSFSFSF
SFSFSFSF20+0021+0
0
22+00 23+00
24+0
0
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 0+000+00
1+00
2+00
-2+00
-1+00
NAVD 88
BASE ELEV
110.00
120
130
140
110
120
130
140
0+00120.34120.34121.33121.331+00122.89122.89125.21125.212+00127.22127.22NAVD 88
BASE ELEV
110.00
120
130
140
110
120
130
140
-2+00116.86116.86117.14117.14-1+00117.39117.39117.53117.530+00120.34120.34160
150
140
130
120 27+0026+0025+0024+0023+0022+0021+0020+00
170
160
150
140
130
120
170
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