HomeMy WebLinkAbout600 Timber Springs - 194136100017 - NoPermit Perc and PlansCu
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/ RADIUS=\119.99' \
DELTA = 7 38'53"
/ ARC = 164.
\ TANGENT= 98\3o
\ CHORD = 152.0
BEARING = S23*46'57"W
\ 1 /
RADIUS
DEL= 33°00 29"
LF
ARC = 69.13'
TANGENT = 35.55'
CHORD = 68.18'
BRG = N32°02'40"W
RADIUS = 105.00'
DELTA = 38'49'37"
ARC = 71.15'
TANGENT = 37.00'
CHORD = 69.80'
BRG = N29`08'05"W
FOUND 14" ALUMINUM CAP
ON A No. 5 REBAR
P.L.S. No. 33428
ELEVATION = 7515.6'
FOUND 12' ALUMINUM CAP
ON A No. 5 REBAR
P.L.S. No. 33428
ELEVATION = 7505.7'
SERIAL 1 • 6
DISTRIBUTION — 10811/
(SEE DETAIL) \
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RAATION DITA \
AGREEMENT DITT \
XRECEf TION `�lo. 7$335 \
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EX. 3" STEEL PIPE \\
INSPECTION
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N o t0 N 600 TIMBER SPRINGS ROAD LA Engineering, Inc.
N .o >�m G
o ti z o o EAGLE COUNTY, COLORADO
o z P.O. Box 2837 Edwards, CO 81632
N tel (970) 926-9088
N m www.lkpengineering.com
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/ RADIUS=\119.99' \
DELTA = 7 38'53"
/ ARC = 164.
\ TANGENT= 98\3o
\ CHORD = 152.0
BEARING = S23*46'57"W
\ 1 /
RADIUS
DEL= 33°00 29"
LF
ARC = 69.13'
TANGENT = 35.55'
CHORD = 68.18'
BRG = N32°02'40"W
RADIUS = 105.00'
DELTA = 38'49'37"
ARC = 71.15'
TANGENT = 37.00'
CHORD = 69.80'
BRG = N29`08'05"W
FOUND 14" ALUMINUM CAP
ON A No. 5 REBAR
P.L.S. No. 33428
ELEVATION = 7515.6'
FOUND 12' ALUMINUM CAP
ON A No. 5 REBAR
P.L.S. No. 33428
ELEVATION = 7505.7'
SERIAL 1 • 6
DISTRIBUTION — 10811/
(SEE DETAIL) \
O O O
>s'o 6 "�" 12 18 25 10.4'+i-
\
\ )I W 2\'�27.98�\ �\ \
\ \ \ 1 1
\ \ \ \I 1 11
\ \ 1 1 1
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O( Ao2,1� R$l
\ —1-P.L S. ��o. �342
\ 1 ELE`VATION 7`
1 1(BA;IS �F �EV
1 \ \ 11 1
1 1 1 1 \
1 1 1 1 \
1 1 1 1
1 1 1 1
0� 1 1 1 1 1
1 1 �
1 \ 1
)UIL\DING\ \
NVE�OPE\ \
N> \\\ \\
RAATION DITA \
AGREEMENT DITT \
XRECEf TION `�lo. 7$335 \
s \ \ \ \
\ \ \ \
\ O� \\
EX. 3" STEEL PIPE \\
INSPECTION
PORT (TYPICAL)
0 0 o U)Lf)01
zCIVIL/GEOTECHNICAL��
o o N SEPTIC SYSTEM DESIGN
(n y �
n o o oto
J>ujo
-I to
N ,� � K o LOT 3, TIMBER SPRINGS
N o t0 N 600 TIMBER SPRINGS ROAD LA Engineering, Inc.
N .o >�m G
o ti z o o EAGLE COUNTY, COLORADO
o z P.O. Box 2837 Edwards, CO 81632
N tel (970) 926-9088
N m www.lkpengineering.com
RADIUS = 105.00'
DELTA = 38'49'37"
ARC = 71.15'
TANGENT = 37.00'
CHORD = 69.80'
BRG = N29`08'05"W
FOUND 14" ALUMINUM CAP
ON A No. 5 REBAR
P.L.S. No. 33428
ELEVATION = 7515.6'
FOUND 12' ALUMINUM CAP
ON A No. 5 REBAR
P.L.S. No. 33428
ELEVATION = 7505.7'
SERIAL 1 • 6
DISTRIBUTION — 10811/
(SEE DETAIL) \
O O O
>s'o 6 "�" 12 18 25 10.4'+i-
\
\ )I W 2\'�27.98�\ �\ \
\ \ \ 1 1
\ \ \ \I 1 11
\ \ 1 1 1
\\ dAA
O( Ao2,1� R$l
\ —1-P.L S. ��o. �342
\ 1 ELE`VATION 7`
1 1(BA;IS �F �EV
1 \ \ 11 1
1 1 1 1 \
1 1 1 1 \
1 1 1 1
1 1 1 1
0� 1 1 1 1 1
1 1 �
1 \ 1
)UIL\DING\ \
NVE�OPE\ \
N> \\\ \\
RAATION DITA \
AGREEMENT DITT \
XRECEf TION `�lo. 7$335 \
s \ \ \ \
\ \ \ \
\ O� \\
EX. 3" STEEL PIPE \\
INSPECTION
PORT (TYPICAL)
0 0 o U)Lf)01
zCIVIL/GEOTECHNICAL��
o o N SEPTIC SYSTEM DESIGN
(n y �
n o o oto
J>ujo
-I to
N ,� � K o LOT 3, TIMBER SPRINGS
N o t0 N 600 TIMBER SPRINGS ROAD LA Engineering, Inc.
N .o >�m G
o ti z o o EAGLE COUNTY, COLORADO
o z P.O. Box 2837 Edwards, CO 81632
N tel (970) 926-9088
N m www.lkpengineering.com
FOUND 14" ALUMINUM CAP
ON A No. 5 REBAR
P.L.S. No. 33428
ELEVATION = 7515.6'
FOUND 12' ALUMINUM CAP
ON A No. 5 REBAR
P.L.S. No. 33428
ELEVATION = 7505.7'
SERIAL 1 • 6
DISTRIBUTION — 10811/
(SEE DETAIL) \
O O O
>s'o 6 "�" 12 18 25 10.4'+i-
\
\ )I W 2\'�27.98�\ �\ \
\ \ \ 1 1
\ \ \ \I 1 11
\ \ 1 1 1
\\ dAA
O( Ao2,1� R$l
\ —1-P.L S. ��o. �342
\ 1 ELE`VATION 7`
1 1(BA;IS �F �EV
1 \ \ 11 1
1 1 1 1 \
1 1 1 1 \
1 1 1 1
1 1 1 1
0� 1 1 1 1 1
1 1 �
1 \ 1
)UIL\DING\ \
NVE�OPE\ \
N> \\\ \\
RAATION DITA \
AGREEMENT DITT \
XRECEf TION `�lo. 7$335 \
s \ \ \ \
\ \ \ \
\ O� \\
EX. 3" STEEL PIPE \\
INSPECTION
PORT (TYPICAL)
0 0 o U)Lf)01
zCIVIL/GEOTECHNICAL��
o o N SEPTIC SYSTEM DESIGN
(n y �
n o o oto
J>ujo
-I to
N ,� � K o LOT 3, TIMBER SPRINGS
N o t0 N 600 TIMBER SPRINGS ROAD LA Engineering, Inc.
N .o >�m G
o ti z o o EAGLE COUNTY, COLORADO
o z P.O. Box 2837 Edwards, CO 81632
N tel (970) 926-9088
N m www.lkpengineering.com
LKP ENGINEERING, INC.
P.O. Box 2837
Edwards, CO 81632-2837
(970) 926-9088
Fax (970) 926-9089
PERCOLATION TEST RESULTS
Client:Mr. Andy Schifanelli
ASE, Inc.
P.O. Box 4433
Eagle, CO 81631
Location:Lot 3, Timber Springs
300 Timber Springs Drive
Eagle County, Colorado
Project No. : 12002
P-1 P-2 P-3
TIME/DEPTH 25-8/16"22-4/16"28"
9:10 am 10-9/16"-10"-8-14/16"-
9:20 am 13-1/16"2-8/16"11-4/16"1-4/16"12-10/16"3-8/16"
9:30 am 14-8/16"1-7/16"12-5/16"1-1/16"15-5/16"2-11/16"
9:40 am 15-10/16"1-8/16“13-4/16"15/16"17"1-11/16"
9:50 am 16-12/16"1-2/16"14"12/16"18-8/16"1-8/16"
10:00 am 17-10/16"14/16"14-11/16"11/16"19-14/16"1-6/16"
10:10 am 18-10/16"1"15-5/16"10/16"21"1-2/16"
10:20 am 19-8/16"14/16"15-13/16"8/16"22-1/16"1-1/16"
10:30 am 20-6/16"14/16"16-6/16"9/16"22-12/16"11/16"
10:40 am 21-2/16"12/16"16-14/16"8/16"23-12/16"1"
10:50 am 21-14/16"12/16"7-6/16"8/16"24-9/16"13/16"
11:00 am 22-8/16"10/16"17-13/16"7/16"25-6/16"13/16"
11:10 am 23-3/16"9/16"18-4/16"7/16"26-3/16"13/16"
PERC RATE 16 MIN/INCH 22 MIN/INCH 12 MIN/INCH
AVG PERC 17 MINUTES PER INCH
Average Percolation Hole Diameter: 14"
Holes Dug and Presoaked : August 29, 2012
Test Run : August 30, 2012
Soil Profile:0-1' Topsoil
1'-8.5'- Brown, silty, gravelly sand with
cobble size angular rock fragments
No ground water encountered
Observer: Kiril Petrovski
