HomeMy WebLinkAbout1992 Parking Lot - Soil ProfilesKSM
KELLER, SCHLEICHER & MacWILLIAM ENGINEERING AND TESTING, INC.
P.O. BOX 78-1377, SEBASTIAN, FL 32978-1377 Tel (407) 589-0712 Fax (407) 589-6469
December 17, 1992
Daniel C. Eckis, P.E.
City Engineer / Public Works Director
City of Sebastian
1225 Main Street
Sebastian, Florida 32958
RE: Sebastian Municipal Golf Course
Parking Lot Addition & Improvements
Sebastian, Florida
KSM 92802
Dear Mr. Eckis,
Attached are the percolation test results and soil profiles
for the referenced project.
R
u have any questions, please feel free to call.
ctfully,�� .r.��zI-'-C1
Ronald G. Keller, E.
KSM
KELLER, SCHLEICHER & MacWILLIAM ENGINEERING AND TESTING, INC.
P.O. BOX 78-1377, SEBASTIAN, FL 32978-1377 Tel (407) 589-0712 Fax (407) 589-6469
PERCOLATION TEST RESULTS
DATE TESTED December 16, 1992 JOB #: 92802
CLIENT City Of Sebastian, Dan Eckis
PROJECT Sebastian Municipal Golf Course
Parking Lot Addition & Improvements
PERC. LOCATION: Perc. 1, (See Attached Perc. Location Plan)
INCHES
TIME
0
Start
3
0
min.
12
sec.
6
0
min.
38
sec.
9
0
min.
50
sec.
12
1
min.
27
sec.
15
2
min.
58
sec.
18
5
min.
39
sec.
21
9
min.
16
sec.
24
17
min.
20
sec.
27
26
min.
32
sec.
30
38
min.
22
sec.
33
49
min.
44
sec.
36
62
min.
11
sec.
39
88
min.
41
sec.
Perc Terminated
Water Level: 42 inches from existing ground surface
K =Hydraulic Conductivity (CFS/SQ. FT. —FT. HEAD) = 5 J]OL1� S
This test was performed by drilling a 12 inch diameter
hole and inserting an 8 inch slotted PVC screen.
KSM
KELLER, SCHLEICHER & MacWILLIAM ENGINEERING AND TESTING, INC.
P.O. BOX 78-1377, SEBASTIAN, FL 32978-1377 Tel (407) 589-0712 Fax (407) 589-6469
Date
December 16, 1992
Location:
Sebastian Municipal
Golf Course
Sebastian, Florida
Perc. Auger Boring
#1 (See Attached Sketch)
Depth
Strata
in Feet
From—To
Description of Soil
—0—
0" — 12"
Dark Gray Sand
(med.—fine)
—1— -----------------------------------------------------
12" — 36"
Light Gray Sand
(med.—fine)
—2-
-3— -----------------------------------------------------
36" — 48"
Brown Sand
(med.—fine)
—4— -----------------------------------
48" — 72"
Dark Brown Sand
(fine)
—5—
Perc. Auger Boring #1 Terminated at 6.0 Ft.
Water Table: 42 inches from ground surface
Job #: 92802
KSM
KELLER, SCHLEICHER & Mac WILLIAM ENGINEERING AND TESTING, INC.
P.O. BOX 78-1377, SEBASTIAN, FL 32978-1377 Tel (407) 589-0712 Fax (407) 589-6469
PERCOLATION TEST RESULTS
DATE TESTED
14
December
16, 1992
JOB #: 92802
CLIENT
26
City Of
Sebastian, Dan
Eckis
PROJECT
44
Sebastian
Municipal Golf Course
sec.
Parking
Lot Addition &
Improvements
PERC. LOCATION:
Perc. 2,
(See Attached
Perc. Location Plan)
INCHES
TIME
0
Start
3
0 min. 09
sec.
6
0 min. 22
sec.
9
0 min. 38
sec.
12
0 min. 57
sec.
15
1 min. 28
sec.
18
2 min. 29
sec.
21
3 min. 51
sec.
24
5 min. 49
sec.
27
9 min. 27 sec.
30
14
min.
09
sec.
33
26
min.
14
sec.
36
44
min.
41
sec.
Perc Terminated
Water Level: 48 inches from existing ground surface
K = Hydraulic Conductivity (CFS/SQ. FT. — FT. HEAD) = 8.75--,V-1675-
This
,7S-,V-1oSThis test was performed by drilling a 12 inch diameter
hole and inserting an 8 inch slotted PVC screen.
KSM
KELLER, SCHLEICHER & MacWILLIAM ENGINEERING AND TESTING, INC.
P.O. BOX 78-1377, SEBASTIAN, FL 32978-1377 Tel (407) 589-0712 Fax (407) 589-6469
Date December 16, 1992
Location: Sebastian Municipal Golf Course
Sebastian, Florida
Perc. Auger Boring #2, (See Attached Sketch)
Depth Strata
in Feet From -To Description of Soil
-0- 0" - 12" Brown Sand
(med.-fine)
-1-
-2-
-3-
-5-
aM.
12" - 36" Gray Sand
(med.-fine)
36" - 48" Brown Sand
(med-fine)
48" - 72" Brown Sand
(fine)
Perc. Auger Boring #2 Terminated at 6.0 Ft.
Water Table: 48 inches from existing ground surface
Job #: 92802
KSM
KELLER, SCHLEICHER & MacWILLIAM ENGINEERING AND TESTING, INC.
P.O. BOX 78-1377, SEBASTIAN, FL 32978-1377 Tel (407) 589-0712 Fax (407) 589-6469
DATE TESTED :
CLIENT
PROJECT
PERC. LOCATION
INCHES
0
3
6
9
12
15
18
21
24
27
30
33
36
39
42
PERCOLATION TEST RESULTS
December 16, 1992 JOB #: 92802
City Of Sebastian, Dan Eckis
Sebastian Municipal Golf Course
Parking Lot Addition & Improvements
Perc. #3 (See Attached Perc. Location Plan)
TIME
Start
0 min.
17
sec.
0 min.
49
sec.
1 min.
25
sec.
1 min.
59
sec.
2 min. 10 sec.
3 min. 02 sec.
4 min. 21 sec.
5 min. 58 sec.
8 min. 42 sec.
11
min.
21
sec.
19
min.
48
sec.
26
min.
59
sec.
43 min. 14 sec.
58 min. 44 sec. Perc. Terminated
Water Level: 54 inches from existing ground surface
K = Hydraulic Conductivity (CFS/SQ. FT. - FT. HEAD) =
This test was performed by drilling a 12 inch diameter
hole and inserting an 8 inch slotted PVC screen.
AVK3
KELLER, SCHLEICHER & MacWILLIAM ENGINEERING AND TESTING, INC.
P.O. BOX 78-1377, SEBASTIAN, FL 32978-1377 Tel (407) 589-0712 Fax (407) 589-6469
Date December 16, 1992
Location: Sebastian Municipal Golf Course
Sebastian, Florida
Perc. Auger Boring #3, (See Attached Sketch)
Depth Strata
in Feet From—To Description of Soil
—0— 0" — 12" Light Brown Sand
(med.—fine)
—1-
12" — 42" Gray Sand
(med.—fine)
-2-
-3-
42" — 72" Brown Sand
—4— (fine)
—5—
ff.=
Perc. Auger Boring #3 Terminated at 6.0 Ft.
Water Table: 54 inches from existing ground surface
Job #: 92802
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