|
PROJECT NO. A9799-88-01
<br />PROJECT NO. A9799-88-01
<br />PROJECT NO. A9799-88-01
<br />PROJECT NO. A9799-88-01
<br />IX
<br />BORING 5
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<br />DEPTH
<br />IN
<br />SAMPLE
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<br />SOIL
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<br />CLASS
<br />ELEV. (MSL.) DATE COMPLETED 05/29/2018
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<br />EQUIPMENT HOLLOW STEM AUGER BY: PZ
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<br />v
<br />MATERIAL DESCRIPTION
<br />0
<br />ARTIFICIAL FILL
<br />Silty Sand, medium dense, slightly moist, dark brown, fine- to
<br />medium -grained.
<br />2
<br />ALLUVIUM
<br />I
<br />Silty Sand, medium dense, slightly moist, brown, fine-grained, trace
<br />4
<br />"�
<br />medium -grained.
<br />B5@5'
<br />_-1 i" I"
<br />20
<br />112.9
<br />1 l.l
<br />6.
<br />8i-_I-
<br />B5@7'
<br />I I
<br />19
<br />109?
<br />2.6
<br />10
<br />_1I
<br />I I
<br />- decrease in silt content, loose
<br />B5@10'
<br />1
<br />14
<br />105.7
<br />3.5
<br />�NI
<br />increase in silt content
<br />I
<br />12
<br />B5@12'
<br />I
<br />- medium dense
<br />19
<br />110.4
<br />9.0
<br />14
<br />B5@15'
<br />11I i� "I
<br />28
<br />109.6
<br />6.7
<br />16
<br />18
<br />.li
<br />20
<br />I
<br />I
<br />-
<br />--
<br />NIL
<br />----Y------------------------
<br />Sand Silt firm slightly moist, brown fine-grained.
<br />I
<br />Total depth of boring: 20.5 feet.
<br />Fill to 2.5 feet.
<br />No groundwater encountered.
<br />Backfilled with soil cuttings and tamped.
<br />Asphalt patched.
<br />Penetration resistance for 140-pound hammer falling 30 inches by
<br />auto -hammer.
<br />Figure A5, A9799-88-01 BORING LOGS.GPJ
<br />Log of Boring 5, Page 1 of 1
<br />SAMPLE SYMBOLS ❑ SAMPLING UNSUCCESSFUL ... STANDARD PENETRATION TEST ... DRIVE SAMPLE (UNDISTURBED)
<br />12 ... DISTURBED OR BAG SAMPLE Q ... CHUNK SAMPLE 1 ... WATER TABLE OR SEEPAGE
<br />NOTE: THE LOG OF SUBSURFACE CONDITIONS SHOWN HEREON APPLIES ONLY AT THE SPECIFIC BORING OR TRENCH LOCATION AND AT THE DATE INDICATED.
<br />IT IS NOT WARRANTED TO BE REPRESENTATIVE OF SUBSURFACE CONDITIONS AT OTHER LOCATIONS AND TIMES.
<br />GEOCON
<br />PROJECT NO. A9799-88-01
<br />}
<br />IX
<br />W
<br />BORING 6
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<br />DEPTH
<br />IN
<br />SAMPLE
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<br />SOIL
<br />H Z LL
<br />ZLL
<br />~
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<br />FEET
<br />NQ
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<br />cl ass
<br />ELEV. (MSL.) DATE COMPLETED 05/29/2018
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<br />(USCS)
<br />Wo m
<br />W
<br />O
<br />EQUIPMENT HOLLOW STEM AUGER BY: PZ
<br />o
<br />MATERIAL DESCRIPTION
<br />0
<br />ARTIFICIAL FILL
<br />Silty Sand, medium dense, slightly moist, brown, fine- to medium -grained.
<br />2
<br />ALLUVIUM
<br />I
<br />Silty Sand, loose, slightly moist, brown, fine-grained.
<br />4
<br />-1-t
<br />SM
<br />B6@5'
<br />11 i I
<br />15
<br />84.9
<br />6.3
<br />6
<br />1� I
<br />Sand, medium dense, slightly moist, brown, fine- to coarse -grained, trace fine
<br />B6@7'
<br />gravel.
<br />46
<br />118.6
<br />1.3
<br />8
<br />SW
<br />10
<br />-- --
<br />- - - - - - - - - - - - - - - - - - - - - - - - - -
<br />Sandy Silt, firm, slightly moist, light brown, fine-grained.
<br />B6@10'
<br />ML
<br />21
<br />100.6
<br />9.1
<br />12
<br />Silty Sand, mediumdense, slightly moist, brown, fine- to medium -grained.
<br />B6@12
<br />�- i -�
<br />30
<br />1.1.2.5
<br />5.3
<br />14
<br />B6@15'
<br />- IF I
<br />32
<br />106.7
<br />5.0
<br />16
<br />1�
<br />SM.
<br />18
<br />20
<br />i
<br />increase in silt content
<br />--I1
<br />Total depth of boring: 20.5 feet.
<br />Fill to 2 feet.
<br />No groundwater encountered.
<br />Backfilled with soil cuttings and tamped.
<br />Surface restored.
<br />Penetration resistance for 140-pound hammer falling 30 inches by
<br />auto -hammer.
<br />Figure A6, A9799-88-01 BORING LOGS.GPJ
<br />Log of Boring 6, Page 1 of 1
<br />SAMPLE SYMBOLS ❑ SAMPLING UNSUCCESSFUL ... STANDARD PENETRATION TEST ... DRIVE SAMPLE (UNDISTURBED)
<br />12 ... DISTURBED OR BAG SAMPLE Q ... CHUNK SAMPLE 1 ... WATER TABLE OR SEEPAGE
<br />NOTE: THE LOG OF SUBSURFACE CONDITIONS SHOWN HEREON APPLIES ONLY AT THE SPECIFIC BORING OR TRENCH LOCATION AND AT THE DATE INDICATED.
<br />IT IS NOT WARRANTED TO BE REPRESENTATIVE OF SUBSURFACE CONDITIONS AT OTHER LOCATIONS AND TIMES.
<br />GEOCON
<br />W
<br />BORING 3
<br />Z
<br />z W
<br />DEPTH
<br />SAMPLE
<br />}
<br />O
<br />Q
<br />SOIL
<br />H Z W
<br />Z LL
<br />W o'
<br />� F
<br />IN
<br />NO
<br />p
<br />Z
<br />CLASS
<br />ELEV. (MSL.) DATE COMPLETED 05/29/2018
<br />� D
<br />o a
<br />U) W
<br />FEET
<br />=O
<br />(USCS)
<br />LU Z W O
<br />0 O
<br />zi
<br />IX
<br />O
<br />EQUIPMENT HOLLOW STEM AUGER BY: PZ
<br />(L m
<br />o
<br />v
<br />MATERIAL DESCRIPTION
<br />30
<br />B3030'
<br />1
<br />107.0
<br />19.8
<br />32
<br />34
<br />B3@35'
<br />ML
<br />15
<br />100.2
<br />23.1
<br />36
<br />- increase in sand content
<br />38
<br />40
<br />_
<br />Total depth of boring: 40.5 feet.
<br />Fill to 5 feet.
<br />No groundwater encountered.
<br />Backfilled with soil cuttings and tamped.
<br />Concrete patched.
<br />Penetration resistance for 140-pound hammer falling 30 inche;o I..
<br />auto -hammer.
<br />Figure A3, A9799-88-01 BORING LOGS.GPJ
<br />Log of Boring 3, Page 2 of 2
<br />SAMPLE SYMBOLS ❑ SAMPLING UNSUCCESSFUL ... STANDARD PENETRATION TEST ... DRIVE SAMPLE (UNDISTURBED)
<br />12 ... DISTURBED OR BAG SAMPLE Q ... CHUNK SAMPLE 1 ... WATER TABLE OR SEEPAGE
<br />NOTE: THE LOG OF SUBSURFACE CONDITIONS SHOWN HEREON APPLIES ONLYAT THE SPECIFIC BORING OR TRENCH LOCATION AND AT THE DATE INDICATED.
<br />IT IS NOT WARRANTED TO BE REPRESENTATIVE OF SUBSURFACE CONDITIONS AT OTHER LOCATIONS AND TIMES.
<br />GEOCON
<br />PROJECT NO. A9799-88-01
<br />W
<br />BORING 4
<br />z
<br />DEPTH
<br />SAMPLE
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<br />O
<br />d
<br />SOIL
<br />pW:
<br />~ Z LL
<br />ZLL
<br />Wo
<br />~
<br />IN
<br />NO.
<br />p
<br />Z
<br />CLASS
<br />ELEV. (MSL.) DATE COMPLETED 05/29/2018
<br />o a
<br />w
<br />cFFT
<br />01
<br />(USCS)
<br />W rn O
<br />11.1
<br />O Z
<br />20
<br />O
<br />EQUIPMENT HOLLOW STEM AUGER BY: PZ
<br />m
<br />Wo
<br />o
<br />MATERIAL DESCRIPTION
<br />0
<br />ARTIFICIAL FILL
<br />Silty Sand, medium dense, slightly moist, brown, fine- to medium -grained,
<br />some coarse -grained, trace brick fragments.
<br />2
<br />ALLUVIUM
<br />4
<br />Sand with Silt, medium dense, slightly moist, brown, fine- to
<br />medium -grained, trace fine gravel.
<br />B4@5'
<br />27
<br />120.6
<br />2.3
<br />6
<br />- light brown
<br />B4@7'
<br />- fine-grained, loose, no gravel
<br />I '
<br />98.0
<br />5.8
<br />8
<br />10
<br />B4@10
<br />16
<br />98.2
<br />6.2
<br />SP-SM
<br />12
<br />B4@12'
<br />- medium dense
<br />21
<br />118.8
<br />1.9
<br />14
<br />B4@15'
<br />23
<br />115.9
<br />6?
<br />16
<br />18
<br />---
<br />-----------------------------
<br />Sandy Silt, firm, slightly moist, brown, fine-grained.
<br />---
<br />---
<br />20
<br />NIL
<br />Total depth of boring: 20.5 feet.
<br />Fill to 3 feet.
<br />No groundwater encountered.
<br />Backfilled with soil cutting and tamped.
<br />Concrete patched.
<br />Penetration resistance for 140-pound hammer falling 30 inches by
<br />auto -hammer.
<br />Figure A4, A9799-88-01 BORING LCGS.GPJ
<br />Log of Boring 4, Page 1 of 1
<br />SAMPLE SYMBOLS ❑ SAMPLING UNSUCCESSFUL ... STANDARD PENETRATION TEST ... DRIVE SAMPLE (UNDISTURBED)
<br />12 ... DISTURBED OR BAG SAMPLE Q ... CHUNK SAMPLE 1 ... WATER TABLE OR SEEPAGE
<br />NOTE: THE LOG OF SUBSURFACE CONDITIONS SHOWN HEREON APPLIES ONLYAT THE SPECIFIC BORING OR TRENCH LOCATION AND AT THE DATE INDICATED.
<br />IT IS NOT WARRANTED TO BE REPRESENTATIVE OF SUBSURFACE CONDITIONS AT OTHER LOCATIONS AND TIMES.
<br />GEOCON
<br />W
<br />BORING 2
<br />z W„
<br />DEPTH
<br />SAMP:,F
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<br />00
<br />Q
<br />SOIL
<br />0VLL
<br />H Z W
<br />in
<br />Z LLIX
<br />Wo
<br />~
<br />z
<br />IN
<br />J
<br />O
<br />pZ
<br />CLASS
<br />ELEV. (MSL.) DATE COMPLETED 05/29/2018
<br />F- U)
<br />o a
<br />W
<br />FEET
<br />�
<br />=O
<br />(USCS)
<br />LU Z W O
<br />v
<br />O
<br />O
<br />EQUIPMENT HOLLOW STEM AUGER BY: PZ
<br />CL m
<br />o
<br />v
<br />MATERIAL DESCRIPTION
<br />n
<br />ARTIFICIAL FILL
<br />Silty Sand, medium dense, slightly moist, brown, fine- to medium -grained,
<br />some coarse -grained, some fine gravel, trace brick fragments.
<br />2
<br />B2@5'
<br />1- - I-
<br />ALLUVIUM
<br />20
<br />106.8
<br />7.4
<br />6
<br />J
<br />I
<br />Silty Sand, medium dense, slightly moist, brown, fine- to medium -grained.
<br />B2@7'
<br />SM
<br />- loose, fine-grained, increase in silt content
<br />14
<br />83.5
<br />22.1
<br />8
<br />1.
<br />10
<br />B2 10'
<br />@
<br />---
<br />---------------Y -- ---- -----
<br />Sand with Silt, slightly medium dense, sh tl moist, ligr t brown, fine fine-grained.
<br />---
<br />20
<br />- - -
<br />93.4
<br />---
<br />1.8
<br />12
<br />B2@12'
<br />- loose
<br />I'
<br />99.0
<br />8.7
<br />14
<br />SP-SM
<br />_ medium dense
<br />B2n,15'
<br />3 2
<br />109.3
<br />1.9
<br />16
<br />--1---
<br />---
<br />---------------------------------
<br />Silty Sand, medium dense, slightly moist, brown, fine- to medium -grained.
<br />---
<br />- --
<br />---
<br />20
<br />- ..
<br />SM
<br />Total depth of boring: 20.5 feet.
<br />Fill to 5 feet.
<br />No groundwater encountered.
<br />Backfilled with soil cuttings and tamped.
<br />Concrete patched.
<br />Penetration resistance for 140-pound hammer falling 30 inches by
<br />auto -hammer.
<br />Figure A2, A9799-88-01 BORING LCGS.GPJ
<br />Log of Boring 2, Page 1 of 1
<br />SAMPLE SYMBOLS ❑ SAMPLING UNSUCCESSFUL ... STANDARD PENETRATION TEST .... DRIVE SAMPLE (UNDISTURBED)
<br />12 ... DISTURBED OR BAG SAMPLE Q ... CHUNK SAMPLE t ... WATER TABLE OR SEEPAGE
<br />NOTE: THE LOG OF SUBSURFACE CONDITIONS SHOWN HEREON APPLIES ONLY AT THE SPECIFIC BORING OR TRENCH LOCATION AND AT THE DATE INDICATED.
<br />IT IS NOT WARRANTED TO BE REPRESENTATIVE OF SUBSURFACE CONDITIONS AT OTHER LOCATIONS AND TIMES.
<br />GEOCON
<br />PROJECT NO. A9799-88-01
<br />W
<br />BORING 3
<br />z W z
<br />Dth`Ir
<br />}
<br />�'
<br />O
<br />Q
<br />SOIL
<br />O�
<br />I- Z W
<br />ZLL
<br />W o'
<br />F
<br />IN
<br />_F
<br />"
<br />p
<br />cl ass
<br />ELEV. (MSL.) DATE COMPLETED 05/29/2018
<br />H �
<br />o a
<br />w
<br />Z
<br />FEET
<br />i
<br />01
<br />(USCS)
<br />W (A O
<br />O
<br />O
<br />EQUIPMENT HOLLOW STEM AUGER BY: PZ
<br />m
<br />IL20
<br />o
<br />MATERIAL DESCRIPTION
<br />0
<br />ARTIFICIAL FILL
<br />Silty Sand, medium dense, slightly moist, brown, fine- to medium -grained,
<br />some fine gravel.
<br />ALLUVIUM
<br />I
<br />Silty Sand, loose, slightly moist, brown, fine-grained, some medium -grained.
<br />B3@5'
<br />I
<br />15
<br />83.3
<br />8.0
<br />6
<br />1"
<br />i-
<br />SM
<br />- increase in silt content
<br />B3@7'
<br />13
<br />107.8
<br />9.1
<br />8
<br />_ I"
<br />- - -
<br />-
<br />- - -
<br />- - -
<br />- - -
<br />10
<br />Sand, loose, slightly moist, light brown, fine- to coarse -grained, some fine
<br />B3@10'
<br />gravel.
<br />1-1
<br />121.3
<br />1.7
<br />SIVV
<br />12
<br />B3@12'
<br />" -
<br />1� - I-
<br />- - -
<br />---------- y-- -- ,----- - - - - --
<br />Silty Sand, loose, slightly moist brown fine-grained.
<br />- - -
<br />10
<br />--
<br />99.6
<br />- - -
<br />1.5
<br />14
<br />I �FF -
<br />1 i - I
<br />1
<br />B3@15'
<br />i
<br />SM
<br />13
<br />97.9
<br />ti.6
<br />16
<br />- I
<br />- decrease in silt content, fine- to medium -grained
<br />18
<br />r-
<br />- -
<br />- - - - -
<br />Sandy Silt, soft, slightly moist, brown, fine to medium -grained.
<br />---
<br />- - -
<br />-
<br />20
<br />B3@20'
<br />II
<br />102.2
<br />21.7
<br />22
<br />24
<br />NIL
<br />firm
<br />B3@25'
<br />to
<br />106.1
<br />19.S
<br />26
<br />Figure A3, A9799-88-01 BORING LCGS.GPJ
<br />Log of Boring 3, Page 1 of 2
<br />SAMPLE SYMBOLS ❑ SAMPLING UNSUCCESSFUL ... STANDARD PENETRATION TEST ... DRIVE SAMPLE (UNDISTURBED)
<br />12 ... DISTURBED OR BAG SAMPLE Q CHUNK SAMPLE 1 ... WATER TABLE OR SEEPAGE
<br />NOTE: THE LOG OF SUBSURFACE CONDITIONS SHOWN HEREON APPLIES ONLY AT THE SPECIFIC BORING OR TRENCH LOCATION AND AT THE DATE INDICATED.
<br />IT IS NOT WARRANTED TO BE REPRESENTATIVE OF SUBSURFACE CONDITIONS AT OTHER LOCATIONS AND TIMES.
<br />GEOCON
<br />}
<br />W
<br />BORING 1
<br />z W:_
<br />o
<br />DEPTH
<br />SAMPLE
<br />O
<br />Q
<br />SOIL
<br />O
<br />~ZLL
<br />ZLL
<br />W
<br />IX ~
<br />IN
<br />NO
<br />p
<br />Z
<br />CLASS
<br />ELEV. (MSL.) DATE COMPLETED 05/29/2018
<br />� Ln �
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<br />w
<br />FEET
<br />J
<br />=O
<br />(USCS)
<br />WWm
<br />20
<br />O
<br />EQUIPMENT HOLLOW STEM AUGER BY: PZ
<br />LU
<br />o
<br />v
<br />MATERIAL DESCRIPTION
<br />0
<br />BULK
<br />ARTIFICIAL FILL
<br />0-5'
<br />Silty Sand, medium dense, slightly moist, brown, fine- to medium -grained,
<br />some coarse -grained, trace fine gravel, trace brick fragments.
<br />2
<br />4
<br />B1@5'
<br />ALLUVIUM
<br />25
<br />88.7
<br />5.2
<br />6
<br />Sand with Silt, medium dense, slightly moist, light brown, fine- to
<br />medium -grained, trace fine gravel.
<br />B1@7'
<br />- some coarse -grained, brown, no gravel
<br />20
<br />116.0
<br />2.3
<br />8
<br />10
<br />B 1 @10'
<br />- light brown, fine- to medium -grained
<br />29
<br />102.8
<br />1.8
<br />12
<br />B1@12'
<br />SP-SM
<br />- fine- to coarse -grained, some fine gravel
<br />1 i
<br />103.5
<br />2.3
<br />14
<br />B1@15'
<br />114.5
<br />3.4
<br />16
<br />18
<br />=
<br />-
<br />20
<br />'
<br />=-
<br />:....
<br />Clay, soft, slightly moist, brown.
<br />22
<br />24
<br />B1 25'
<br />CL
<br />III
<br />97.4
<br />23.5
<br />26
<br />28
<br />-
<br />Figure Al, A9799-88-01 BORING LOGS.GPJ
<br />Log of Boring 1, Page 1 of 2
<br />SAMPLE SYMBOLS ❑ SAMPLING UNSUCCESSFUL ... STANDARD PENETRATION TEST ... DRIVE SAMPLE (UNDISTURBED)
<br />12 ... DISTURBED OR BAG SAMPLE Q ... CHUNK SAMPLE 1 ... WATER TABLE OR SEEPAGE
<br />NOTE: THE LOG OF SUBSURFACE CONDITIONS SHOWN HEREON APPLIES ONLY AT THE SPECIFIC BORING OR TRENCH LOCATION AND AT THE DATE INDICATED.
<br />IT IS NOT WARRANTED TO BE REPRESENTATIVE OF SUBSURFACE CONDITIONS AT OTHER LOCATIONS AND TIMES.
<br />GEOCON
<br />PROJECT NO. A9799-88-01
<br />}
<br />W
<br />BORING 1
<br />z W:
<br />o
<br />DE tr.
<br />SAMPLE
<br />O
<br />O
<br />Q
<br />SOIL
<br />O
<br />H Z LL
<br />'�
<br />Z LL
<br />W
<br />F
<br />IN
<br />riq
<br />p
<br />cLAss
<br />ELEV. (MSL.) DATE COMPLETED 05I29/2018
<br />� U) �
<br />o a
<br />w
<br />FEET
<br />J
<br />=O
<br />(USCS)
<br />W W m
<br />`
<br />20
<br />O
<br />EQUIPMENT HOLLOW STEM AUGER BY: PZ
<br />o
<br />o
<br />v
<br />MATERIAL DESCRIPTION
<br />30
<br />- some fine-grained sand
<br />Total depth of boring: 30.5 feet.
<br />Fill to 5 feet.
<br />No groundwater encountered.
<br />Backfilled with soil cuttings and tamped.
<br />Concrete patched.
<br />Penetration resistance for 140-pound hammer falling 30 inches by
<br />auto -hammer.
<br />Figure Al, A9799-88-01 BORING LOGS.GPJ
<br />Log of Boring 1, Page 2 of 2
<br />SAMPLE SYMBOLS ❑ SAMPLING UNSUCCESSFUL ... STANDARD PENETRATION TEST ... DRIVE SAMPLE (UNDISTURBED)
<br />12 ... DISTURBED OR BAG SAMPLE Q ... CHUNK SAMPLE 1 ... WATER TABLE OR SEEPAGE
<br />NOTE: THE LOG OF SUBSURFACE CONDITIONS SHOWN HEREON APPLIES ONLY AT THE SPECIFIC BORING OR TRENCH LOCATION AND AT THE DATE INDICATED.
<br />IT IS NOT WARRANTED TO BE REPRESENTATIVE OF SUBSURFACE CONDITIONS AT OTHER LOCATIONS AND TIMES.
<br />GEOCON
<br />Architecture + Planning
<br />17911 Von Karman Ave.
<br />Suite 200
<br />Irvine, CA 92614
<br />ktgy.com
<br />949.851.2133
<br />KTGY Project No: 2017-0934
<br />Project Contact: Debbie Holland
<br />Email: dholland@ktgy.com
<br />Principal: Wil Wong
<br />Project Designer: D. Schoolmeester
<br />Project Director: Debbie Holland
<br />Developer
<br />ED OAK
<br />INVI'S"I'NAL:N I'S
<br />4199 CAMPUS DRIVE
<br />I RVI N E, CA 92612
<br />PHONE NO. (714) 342-2502
<br />C)
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<br />It is the clients responsibility prior to or during construction to notify the architect in writing
<br />of any perceived errors or omissions in the plans and specifications of which a contractor
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<br />thoroughly knowledgeable with the building codes and methods of construction should
<br />reasonably be aware. Written instructions addressing such perceived errors or omissions
<br />shall be received from the architect prior to the client or clients subcontractors proceeding
<br />with the work. The client will be responsible for any defects in construction if these
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<br />procedures are not followed.
<br />0.
<br />ARCy1T
<br />ILL
<br />G��SED
<br />CN
<br />N
<br />No. C29795
<br />RENEWAL DATE
<br />AUGUST 31, 2023
<br />1
<br />9jF OF
<br />CD
<br />CA��
<br />License Stamp
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<br />GEOTECHNICAL
<br />REPORT
<br />COPYRIGHT
<br />AO-87
<br />
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