HomeMy WebLinkAboutExhibit13•I
•
ASS
OCIATES t N C.
We. +
MIA- oo4
•
9955 N.W. 118th Way. Suite 1
Miami, Horida 33178
www.atc. enviro.corn
305.882.8200
Fax 305.882.1200
CLIENT: H.J. Ross Associates, Inc. TEST: P-1
800 Douglas Entrance, Annex Bldg., Suite 250
• Coral Gables, FL 33134
PROJECT: City of Miami Drainage Improvements CREW: B.J./J.H.
West End Storm Sewers Phase II
NW 69 Ave. & Tamiami Canal Rd.
NUMBER: 31.00138.0023
On May 21, 2002, ATC Associates Inc. obtained the following data for
the test located at the project address above.
Effective Pumping Rate:
Actual Hole (Casing) Diameter:
Initial Hole Depth:
Final Hole Depth:
Height of Stabilized Flow:
Depth to Water:
0.0037 cfs
0.17 ft
15.0 ft
15.0 ft
5.1 ft above groundwater level
5.1 ft
The effective pumping rate raised the water level in the cased
hole to the ground surface. This level was maintained for ten minutes.
SOIL LOG: COVER: Grass
0.0'•0.5' Topsoil
0.5'•4.0' Tan SAND and limestone fragments
4.0'•15.0' Tan SAND with shell
GJGeotech/Peres/HJRoss/City of Miami.XLS
Re 1er;ct-fuli ue itted
AT ' Asso Late., ' c.
teven E. Blac , P. /
FL. Registration No. 39810
•
A$ S 0 C R A T E S I N c.
9955 N.W. 118th Way. Suite 1
Miami. Ronde 33178
www.a10. enviro.com
305.882_8200
Fax 305.882.1200
CLI ENT:
PROJECT:
NUMBER:
H.J. Ross Associates, Inc.
800 Douglas Entrance, Annex Bldg., Suite 250
Coral Gables, FL 33134
City of Miami Drainage Improvements
West End Storm Sewers Phase 11
NW 64 Ct.& Tamiami Canal Rd.
31.00138.0023
TEST: P-2
CREW: B.J./J.H.
On May 21, 2002, ATC Associates Inc. obtained the following data for
the test located at the project address above.
Effective Pumping Rate:
Actual Hole (Casing) Diameter:
Initial Hole Depth:
Final Hole Depth:
Height of Stabilized Flow:
Depth to Water:
0.0021 cfs
0.17 ft
15.0 ft
15.0 ft
2.7 ft above groundwater level
2.7 ft
The effective pumping rate raised the water level in the cased
hole to the ground surface. This level was maintained for ten minutes.
SOIL LOG: COVER: Grass
0.0'-0.5' Topsoil
0.5'.15.0' Tan SAND and limestone fragments
GJGeatech/Pens/HJRoss/City of Miami.XLS
Res
A
i/ �•
Steven E. Black, P.E.
FL. Registration No. 39810
ctfully sub
sso'tes
ted
• v31TC
r
Asa O CIATfS INC.
9955 N.W. 116th Way. Suite 1
Miami, Rorida 33178
wwwatc-enviro.00m
305.882.8200
Fax 305.882.1200
CLIENT:
PROJECT:
NUMBER:
H.J. Ross Associates, Inc.
800 Douglas Entrance, Annex Bldg., Suite 250
Coral Gables, FL 33134
City of Miami Drainage Improvements
West End Storm Sewers Phase 11
NW 62 Ave. & Tamiami Canal Rd.
31.00138.0023
TEST:
CREW:
On May 21, 2002, ATC Associates Inc. obtained the following data for
the test located at the project address above.
Effective Pumping Rate:
Actual Hole (Casing) Diameter:
Initial Hole Depth:
Final Hole Depth:
Height of Stabilized Flow:
Depth to Water:
0.0021 cfs
0.17 ft
15.0 ft
15.0 ft
2.7 ft above groundwater level
2.7 ft
The effective pumping rate raised the water level in the cased
hole to the ground surface. This level was maintained for ten minutes.
SOIL LOG: COVER: Grass
0.0'-0.5' Topsoil
0.5'-2.0' Light gray SAND and limestone fragments
2.0'-15.0' Tan SAND and limestone fragments
G:/Geotech/Peres/NJRoss/City of Miami.XLS
Re /: ectfully subty}I,jted
AT.i '.ssocrates
Steven E. Black, P.E.
FL. Registration No..39810
P-3
B.J./J.H.
•
I
•
CYATC
ASSOCIATES INC.
9955 N.W. 118th Way. Suite 1
Miami. Rorida 33178
Www.atc-enviro.com
305.882.8200
Fax 305.8821200
CLIENT:
PROJECT:
NUMBER:
H.J. Ross Associates, Inc.
800 Douglas Entrance, Annex Bldg., Suite 250
Coral Gables, FL 33134
City of Miami Drainage Improvements
West End Storm Sewers Phase II
NW 62 Ave. &W. Flagler Street
31.00138.0023
TEST:
CREW:
On May 21, 2002, ATC Associates Inc. obtained the following data for
the test located at the project address above.
Effective Pumping Rate:
Actual Hole (Casing) Diameter:
Initial Hole Depth:
Final Hole Depth:
Height of Stabilized Flow:
Depth to Water:
0.0048 cfs
0.17 ft
15.0 ft
15.0 ft
4.0 ft above groundwater level
4.0 ft
The effective pumping rate raised the water level in the cased
hole to the ground surface. This level was maintained for ten minutes.
SOIL LOG: COVER: Grass
0.0'-2.0' Topsoil and muck
2.0'-4.0' Dark tan SAND and limerock fragments
4.0'-15.0' Tan SAND and limestone fragments
G:/Geotech/Peres/HJRoss/City of Miami.XLS
Res
ectfuily submitted
sso 'ate s c.
teven E BIac , P.
FL. Registration No. 39810
P-4
B.J./J.H.
•
K!.TC
ASSOCIATES INC.
9955 N.W. 116th way, Site 1
Miami. Florida 33178
wvwv.ataernriro.00m
305.882-8200
Fax 305.882.1200
CLIENT: H.J. Ross Associates, Inc. TEST: P-5
800 Douglas Entrance, Annex Bldg., Suite 250
Coral Gables, FL 33134
PROJECT: City of Miami Drainage Improvements CREW: B.J./J.H.
West End Storm Sewers Phase II
NW 63 Ct. & W. Flagler Street
NUMBER: 31.00138.0023
0n May 21, 2002, ATC Associates Inc. obtained the following data for
the test located at the project address above.
Effective Pumping Rate:
Actual Hole (Casing) Diameter:
Initial Hole Depth:
Final Hole Depth:
Height of Stabilized Flow:
Depth to Water:
0.0048 cfs
0.17 ft
15.0 ft
15.0 ft
7.3 ft above groundwater level
7.3 ft
The effective pumping rate raised the water level in the cased
hole to the ground surface. This level was maintained for ten minutes.
SOIL LOG: COVER: Grass
0.0'•0.5' Topsoil and muck
0.5%15.0' Tan SAND and limestone fragments
GJGeotech/Peas/NJRoss/City of Miami.XLS
Res ectfully b
AT br ssoci
�e t- yen E. Black, E.
FL. Registration No. 39810