Boring/Test Pit
No.
Sample
Depth
(ft-)
Sod
Desalpdon
,
Opdmum
Moisture
Content
(96)
Maximum
Dry
Density
(Ib/ftl)
B-2 20-22 SAND 10.0
--1
125.7
B-3 7-9 SAND 10.3 124.6
B-6 3-5 SAND 13.0 112.5
B-6 11-13 Silty SAND 10.8 125.0
BA-2 10-11 SAND 13.2 112.0
,
BA-3 8-9 Sandy SILT , 10.5 123.0
1-1 5-6 Clayey Sandy SILT 12.0 114.2
T- l 8-9 Sandy SILT 10.0 126.0
T-7 3-4 Silty SAND 11.9 114.0
c) Direct Shear
Direct shear tests were made on relatively undisturbed and remolded samples, using a direct shear machine at a constant rate of strain. Variable normal or confining loads are applied vertically and the soil shear strengths are obtained at these loads. The angle of internal friction and the cohesion are then evaluated. The samples were tested at saturated moisture contents. The test results are shown on the following page, in terms of the Coulomb shear strength parameters:
Appendix D
Project 541,6-44.2
Boring/Test
Pit
No.
Sample
Depth
(ft.)
Soil '
Desaiption
Coulomb
Cohesion
(lb/ft2)
Angie of
Internal
Friction
(0)
Peak/
Residual
Undisturbed/
Remolded
BA-1 20-21 Silty SAND 766 28 Peak Undisturbed
455 30 Residual
BA-1 30-31 SAND 23 35 Peak Undisturbed
48 30 Residual
BA-1 65-66 Clayey Sandy SILT 48 35 Residual Undisturbed BA-3 15-16 Sandy 51LT 756 28 Peak Undisturbed
154 31 Residual
BA-3 25-26 SAND 732 31 Peak Undisturbed
244 31 Residual
BA-3 70-71 Silty SAND 761 30 Peak Undisturbed
129 36
,
Residual
BA-3 80-81 Sandy CLAY 88 44 Peak Undisturbed
200 33 Residual
BA-4 25-26 Sandy SILT 0 36 Peak Undisturbed
530 32 Residual
BA-4 70-71 Sandy Silty CLAY 48 36 Residual Undisturbed
T-1 5-6 Clayey Sandy SILT 0 34 Peak Remolded
0 28 Residual
T-7 3-4 Silty SAND 0 35 Peak Remolded
0 30 Residual
1 Appendix D
Project 5416-04.2
• Page 28
d) Sulphate Content
Representative soil samples were analyzed for its sulphate content. The results are given below:
Boring
No.
Sample
Depth
(ft-)
Soil
Description
Sulphate
Content
(96)
BA-I 55-56 Clayey Sandy SILT 0.010
BA-1 65-66 Clayey Sandy SILT 0.009
BA-2 10-11 SAND 0.008 4
BA-3 8-9 Sandy SILT 0.007
BA-4 55-56 Silty CLAY 0.010
e) Consolidation
Loads are applied to the test specimen in several increments in a consolidometer and the resulting deformations are recorded at selected time intervals. The rebound deformations on unloading are also recorded. Porous stones are placed in contact with the top and bottom of the specimen to permit the ready addition or release of water. Samples were tested at field and saturated moisture contents. The test results are shown on Figures D-1 to D-3.
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Arena Corporate Center
Anaheim. California
Date: July 1998
Project No:
5416 04.tI Figure No!
Dl
CONSOLIDATION TEST
0 2
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G. A. NICOLL & ASSOCIATES, INC.
I
,111
YBL
.1 .
EARTH SCIENCE CONSULTANTS
EN
G. A. NICOLL & ASSOCIATES, INC.
EARTH SCIENCE CONSULTANTS
Arena Corporate Center
Annheim, Collifnrnin
Dote: AllY i 99
Project No:
5416 04.2
I Figure No:
D2
CONSOLIDATION TEST
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G. A. NICOLL & ASSOCIATES, INC.
EARTH SCIENCE CONSULTANTS
Date: July 1998
Project No:
5416 04.2
ii
I Figure No:
D 3
Arena Corporate Center
Anaheim, California
CONSOLIDATION TEST
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Boring Number: B-1 Initial Moisture Content (%) 5
Sample Number: Final Moisture Content (%) 29
Depth (ft) 1 to 2 Initial Dry Density (pcf) 85.5
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Southern California Geotechnical
11=111=11111 11111111=1
1260 Heft Hancock wt.:. s.ite 101
Anaheim, California 92807
Phono: (714) 7774333 Fax (714)777-0398
Arena Corporate Center
Anaheim, California
Project No. 01G110
PLATE C- 1
I.
Consolidation/CoIlapse Test Results
o
.7,
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Classification: Light Brown fine Sand, trace Silt
Boring Number: B-1 Initial Moisture Content (%) 13
Sample Number: Final Moisture Content (%) 38
Depth (ft) 3 to 4 Initial Dry Density (pcf) 79.7
Specimen Diameter (in) 2.4 Final Dry Density (pcf) 90.8 Specimen Thickness (in) 1.0 Percent Collapse (%) 1.97
Southern California Geotechnical
1:111111111111Nr5111111=1
1260 North Haneoels Street, Suite 101
Anaheim, California u8o7
Phone: (714)1W-0223 Fax: (711)7774398
Arena Corporate Center
Anaheim, California
Project No. 01G110
PLATE C- 2
I.
1 Consolidation/Collapse Test Results
PI
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Depth (ft) 5 to 6 Initial Dry Density (pcf) 87.9
Specimen Diameter (in) 2.4 Final Dry Density (pcf) 102.9 Specimen Thickness (in) 1.0 Percent Collapse (%) 0.61
Southern California Geotechnical
1280 North Hanaoa Street, Suite 101
Anaheim, California 92807
Phone: (714) 777-0333 Fax: (714) 777-03n
'Arena Corporate Center
Anaheim, California
Project No. 01G110
PLATE C- 3
I.
Consolidation/Collapse Test Results
o
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16 0 1 1 10 100
Load (ksf)
Classification: Light
Boring Number: B-1
Sample Number: ---
Depth (ft) 7 to 8
Specimen Diameter (in) 2.4
Specimen Thickness (in) 1.0
Brown to Brown Silty fine Sand
Initial Moisture Content (%) 8
Final Moisture Content (/0) 13
Initial Dry Density (pcf) 90.8
Final Dry Density (pcf) 116.5
Percent Collapse (%) 2.20
,
Arena Corporate Center Southern California Geotechnical Anaheim, California
Project No. 01G110
PLATE C. 4
1=111!irEl1111=1
1260 North H en cook Street, Suite 101
Anaheim, California 92807
Phone: (714) 77743333 Fax: (714} 777.0398
-
Consolidation/Collapse Test Results
r, ,.
Consolidation Strain(%)
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01 1 10 100
Load (ksf)
Classification: Light
Boring Number: B-1
Sample Number: ---
Depth (ft) 9 to 10
Specimen Diameter (in) 2.4
Specimen Thickness (in) 1.0
Brown to Brown Silty fine Sand
Initial Moisture Content (%) 11
Final Moisture Content (%) 22
Initial Dry Density (pcf) 91.8
Final Dry Density (pcf) 102.8
Percent Collapse (%) 0.57
Arena Corporate Center
Anaheim, California
Project No. 01G110
PLATE C- 5
Southern California Geotechnical
ENIIIIIMIIME MIIIIIIIIIII2
1260 North Hancock Street Surto 101
Anaheim, California 92607
Phone: (714) 7774333 Fax: (714) 7774398
1 Consolidation/Collapse Test Results
n
Consolidation Strain (0/)
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at 1600 psf
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0 1 i 10 100
Load (ksf)
Classification: FILL: Light Brown Silty fine Sand
Boring Number: B-5 Initial Moisture Content (%) 3
Sample Number: Final Moisture Content (%) 19
Depth (ft) 1 to 2 Initial Dry Density (pcf) 100.2
Specimen Diameter (in) 2.4 Final Dry Density (pcf) 107.4 Specimen Thickness (in) 1.0 Percent Collapse (%) 1.47
Southern California Geotechnical
11:11111=Nr11111M111=1
1280 North Hancock Street, Suite 101
Anaheim, California 92807
Phone: (714) 777-0333 Fax: (714) T77-0398
Arena Corporate Center
Anaheim, California
Project No. 01G110
PLATE C- 6
Mk.
1 Consolidation/Collapse Test Results
o
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0 1 1 10 100
Load (kst)
Classification: Light Brown fine Sand, trace medium to coarse Sand Boring Number: B-5 Initial Moisture Content (%) 3
Sample Number: Final Moisture Content (%) 29
Depth (ft) 3 to 4 Initial Dry Density (pcf) 85.7
Specimen Diameter (in) 2.4 Final Dry Density (pcf) 90.2 Specimen Thickness (in) 1.0 Percent Collapse (%) 0.10
Southern California Geotechnical
iimmitneVREM=1
12SS North Hancock Street, Sulte 101
Anaheim, California S2807
Phone: (714) 777-0113 Fax: (714) 777-0398
Arena Corporate Center
Anaheim, California
Project No. 01G110
PLATE C- 7
1 Consolidation/Collapse Test Results
0 c..,
‘1.111115411141 . 16 11111
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, -- 1111
Consolidation Strain(%)
co
71 ;
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at 1600 psf
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01 1 10 100
Load (ksf)
Classification: Light Brown
Boring Number: B-5
Sample Number: ---
Depth (ft) 5 to 6
Specimen Diameter (in) 2.4
Specimen Thickness (in) 1.0
fine Sand, trace medium to coarse Sand
Initial Moisture Content (%) 3
Final Moisture Content (%) 21
Initial Dry Density (pcf) 96.9
Final Dry Density (pcf) 102.9
Percent Collapse (cY0) 0.07
Arena Corporate Center
Anaheim, California
Project No. 01G110
PLATE C- 8
Southern California Geotechnical
111111111NrI111111111111111=1
1260 No rth 1-ta ncock Street, Suite 101
Anaheim, California 92807
Phone: (714) 777-0333 Fax: (714) 777-0398
Consolidation/Collapse Test Results
o ----
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at 1600 psf
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0.1 1 10 100
Load (ksf)
Classification: Dark Brown Silty fine to medium Sand, some Clay, trace coarse Sand Boring Number: B-5 Initial Moisture Content (%) 11
Sample Number: Final Moisture Content (p/o) 16
Depth (ft) 7 to 8 Initial Dry Density (pcf) 107.8
Specimen Diameter (in) 2.4 Final Dry Density (pcf) 123.0 Specimen Thickness (in) 1.0 Percent Collapse (%) 2.03
Southern California Geotechnical
1260 North Hancock Street, Suite 101
Anaheim, California 9200/
Phone: (714)777-0333 Fax: (714)777-0398
Arena Corporate Center
Anaheim, California
Project No. 01G110
PLATE C- 9
Consolidation/Collapse Test Results
a
--.' ,...........,e.11111. „ e .-• --- IPPII
_..,,.....u.s. • at 1600 psf
Water Added
II 1
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01 1 10 100
Load (kV)
Classification: Dark Brown Silty fine to medium Sand, some Clay, trace coarse Sand Boring Number: B-5 Initial Moisture Content (%) 11
Sample Number: Final Moisture Content (%) 14
Depth (ft) 9 to 10 Initial Dry Density (pcf) 112.1
Specimen Diameter (in) 2.4 Final Dry Density (pcf) 124.2 Specimen Thickness (in) 1.0 Percent Collapse (%) 0.96
Southern California Geotechnical
1260 North Hancock Street, Sul te 101
Anaheim, California 92301
Phone: (714) 777-0333 Fax: (714) /77-039B
Arena Corporate Center
Anaheim, California
Project No. 01G110
PLATE C- 10
Consolidation/Collapse Test Results
o
K,"
1111
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illai
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at 1600 psf
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11 ..
Eiti 1, ., ' gui .4::1-V,r---;:.-7-• ;': . 6-+.- . M IM%111Mtd• 16 01 1 10 100
Load (ksf)
Classification: Light Brown Silty fine Sand to fine Sandy Silt Boring Number: B-8 Initial Moisture Content (%) 8
Sample Number: Final Moisture Content (%) 26
Depth (ft) 1 to 2 Initial Dry Density (pcf) 87.7
Specimen Diameter (in) 2.4 Final Dry Density (pcf) 99.4 Specimen Thickness (in) 1.0 Percent Collapse (%) 0.52
Southern California Geotechnical
12B0 North Hancock Street, Suite 101
A.naheim, California 02807
Phone: rf14)777-0333 Fax: (714) 777-0348
'Arena Corporate Center
Anaheim, California
Project No. 01G110
PLATE C- 11
I.
1 Consolidation/Collapse Test Results
o
,
. . 5,. ' . 1 1 — IN ' .. ' 'A q.' • -'''. 111111 .,
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1600 psf at
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1 0
01 1 10 100
Load (ksf)
Classification: Light
Boring Number: B-8
Sample Number: ---
Depth (ft) 3 to 4
Specimen Diameter (in) 2.4
Specimen Thickness (in) 1.0
Brown to Brown fine Sand, little Silt
Initial Moisture Content (%) 20
Final Moisture Content (°/0) 26
Initial Dry Density (pcf) 92.8
Final Dry Density (pcf) 108.2
Percent Collapse (°/0) 2.22
Arena Corporate Center
Anaheim, California
Project No. 01G11 0
PLATE C- 12
Southern California Geotechnical
10111 1111!NrOMMIIIMININE
1260 North Hancock Street, Sults 101
Anaheim, Ceifonnla 92807
Phone: {714) 7T7-0333 Fax: (714) 777-0398
,
Consolidation/Collapse Test Results
n
Consolidation Strain(%)
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1 t
0 1 1 10 100
Load (ksf)
Boring Number: B-8
Sample Number: ---
Depth (ft) 5 to 6
Specimen Diameter (in) 2.4
Specimen Thickness (in) 1.0
Initial Moisture Content (%) 11
Final Moisture Content (%) 20
Initial Dry Density (pcf) 94.3
Final Dry Density (pcf) 110.3
Percent Collapse (%) 1.54
Arena Corporate Center
Anaheim, California
Project No. 01G110
PLATE C- 13
Southern California Geotechnical imilminnemNp2mil==1
1260 North Hancock Strtiat, Sul% 101
AnahvInt. Callforela 92897
Phone: (714) 7774323 Fax: vi4) 7774398
Southern California Geotechnical
IEMEIIIENF111111
1260 North Hancock Street, Suite 101
Anaheim, California 92807
Phone: (114)177-0333 Fax: (714) 471-0308
Arena Corporate Center
Anaheim, California
Project No. 01G110
PLATE C- 14
Consolidation/Collapse Test Results
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Boring Number: B-8 Initial Moisture Content (%) 9
Sample Number: Final Moisture Content (%) 20
Depth (ft) 7 to 8 Initial Dry Density (pcf) 107.6
Specimen Diameter (in) 2.4 Final Dry Density (pcf) 118.9 Specimen Thickness (in) 1.0 Percent Collapse (%) 1,36
1 1
I.
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Consolidation/Collapse Test Results
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Classification: Light Brown fine to coarse Sand, trace Gravel Boring Number: B-8 Initial Moisture Content (%) 5
Sample Number: Final Moisture Content (%) 17
Depth (ft) 9 to 10 Initial Dry Density (pcf) 107.0
Specimen Diameter (in) 2.4 Final Dry Density (pcf) 114.7 Specimen Thickness (in) 1.0 Percent Collapse (%) 2.24
Southern California Geotechnical
=IIMIIMIIENF511m1= --
1260 North Hancock Street, Suite 1E11
Anaheim, California 92007
Phone: (714) TT7-0333 Fax: (714) 7T7-0198
Arena Corporate Center
Anaheim, California
Project No. 01G110
PLATE C- 15
1 1
1 1
1 1
ConsolldatIon/Collapse Test Results
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Initial Moisture Content CYO 3
Final Moisture Content CYO 16
Initial Dry Density (pcf) 112,1
Final Dry Density (pcf) 119.5
Percent Collapse (To) 2.43
Arena Corporate Center
Anaheim, California
Project No. 01 G.1 10
PLATE C- 16
Southern California Geotechnical
11111111NEENrEllnii1111111
1200 North Hancock Street, Suite 101
Anaheim, California 92807
Phone: (714)777-0333 Pam (714)777-0398
1 1
Consolidation/Collapse Test Results
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Classification: Light Brown fine to medium Sand, trace coarse Sand and fine Gravel Boring Number: B-12 Initial Moisture Content (% 3
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Depth (ft) 3 to 4 Initial Dry Density (pcf) 95.6
Specimen Diameter (in) 2.4 Final Dry Density (pcf) 102.7 Specimen Thickness (in) 1.0 Percent Collapse (%) 2.11
Southern California Geotechnical
IIIIMIMMIENrIMM111= -
1269 North Hancock Street, Suite 101
Anaheim, C goml a 92807
Phone: (714)7774333 Fax: (714777.O395
Arena Corporate Center
Anaheim, California
Project No. 01G110
PLATE C- IT
1 1
1 1
Consolidation/Collapse Test Results
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Classification: Gray
Boring Number: B-12
Sample Number: ---
Depth (ft) 5 to 6
Specimen Diameter (in) 2.4
Specimen Thickness (in) 1.0
Brown Clayey Silt, some fine Sand
Initial Moisture Content (%) 31
Final Moisture Content (c1/0) 28
Initial Dry Density (pot) 82.7
Final Dry Density (pot) 98.0
Percent Collapse (/o) 0.05
Arena Corporate Center Southern California Geutechnical Anaheim, California
Project No. 01G110
PLATE C-18
11.111IMIIEWINIM
1260 North Hancock Strain. Suite 101
Anaheim, California 0261
Phone: /714)7774333 Fax: (71.4 TT74:1396
I .
Consolidation/Collapse Test Results
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Classification: Dark Brown
Boring Number: B-12
Sample Number: ---
Depth (ft) 7 to 8
Specimen Diameter (in) 2.4
Specimen Thickness (in) 1.0
fine to medium Sand, some Silt
initial Moisture Content (%) 12
Final Moisture Content (%) 33
Initial Dry Density (pcf) 98.7
Final Dry Density (pcf) 97.1
Percent Collapse (%) 0.05
Arena Corporate Center
Anaheim, California
Project No. 01G110
PLATE C- 19
Southern California Geotechnical
1111111111111 1M1111=EIM
1260 North Hancock Street, Suite 101
Anaheim, California 92B07
Phone: gip T77-0333 Fax: (714) 777.0398
Consolidation/Collapse Test Results
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Load ( ksf)
Classification: Light Brown fine Sand, trace Silt
Boring Number: B-12 Initial Moisture Content (`)/0) 7
Sample Number: Final Moisture Content (%) 26
Depth (ft) 9 to 10 Initial Dry Density (pcf) 97.4
Specimen Diameter (in) 2.4 Final Dry Density (pcf) 97.3 Specimen Thickness (in) 1.0 Percent Collapse (%) 0.23
Southern California Geotechnical
1X111m111111mNrnIMEillii=
1260 North Hanoock Sire-et, Sala /01
Anaheim, California 92807
Phone: (714) 777-0333 Fax: (714)777-0398
Arena Corporate Center
Anaheim, California
Project No. 01G110
,PLATE C-20
1 10 12 14 16 18 20
Moisture Content (Y•)
I.
Arena Corporate Center
Anaheim, California
Project No. 01G110
PLATE C-21
MEMMEMMEIIIMME • 1111
MM ME EMM MEM .:
1 1.
MIIIMEIMMINI II MEI Zero Air Voids Curve:
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132
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Soil ID Number
II
_ 1
Optimum Moisture (°/0) 121
Maximum Dry Density (pcf) 11.5
' Soil
Classification
_
Lt Br fine Sandy Silt
B-3 @ 0-3 feet
Southern California Geotechnical
rrtn
120 North kancock Street, Suite 101
Anaheim, Caltfornia 82B07
Phew 171417774331 Fax :17141 777419a
Moisture/Density Relationship
ASTM D-1557
110
130
128
126
Dry Density (lbslit3)
124
122
120
118
116
114
112
132
130
128
126
Dry Density (lbs/ft3)
124
120
118
116
114
112
Moisture/Density Relationship
ASTM D-1557
Zero Air Voids Curve:
Specific Gray ty = 2.7
110
4 6 8 10 12 14 16 18 20
Moisture Content (%)
Soil ID Number 6-9 @ oto 5j
Optimum Moisture (/0) 119.5
Maximum Dry Density (pcf) 11
.
Soil
Classification
Brown fine Sandy Sift
B-9@ 0-5 feet
Arena Corporate Center
Anaheim, California
Project No. 01G110
PLATE C-22
Southern California Geotechnical
1260 North Hancock Street, Suite 101
Anaheim, CaPromta 92807
Phone:17141777-0333 fax: (7141777-039S
BQQFOEJY!E
Precision
utomation Solutions
Go gle
Isuzu Commercial 9 9 Fqatt College Anaheim
Truck of America, Inc
Arena Corporate Center 9
Carrington 9
Mortgage Services Cinemack Century 9
Orange and XD
KipOer Morgan n
Orange Terminal
Ryder Truck Rental9
Chili's Grill & Barg.
Map data ©2023
8/9/23, 1:57 PM U.S. Seismic Design Maps
USGS web services were down for some period of time and as a result this tool wasn't operational, resuiting in timeout error.
USGS web services are now operational so this tool should work as expected.
OSHPD
Latitude, Longitude: 33.810567, -117.874044
Date 8/9/2023, 1:57:38 PM
Design Code Reference Document ASCE7-16
Risk Category II
Site Class D - Stiff Soil
Type Value Description
Ss 1.427 MCERground motion. for 0.2 second period)
Si 0.506 MCERground motion. (for 1.0s period)
Sms 1.427 Site-modified spectral acceleration value
Smi null -See Section 11.4.8 Site-modified spectral acceleration value SDS 0.951 Numeric seismic design value at 0.2 second SA Sol null -See Section 11.4.8 Numeric seismic design value at 1.0 second SA TYPO Value Description
SOC null -See Section 11.4.8 Seismic design category
1 Site amplification factor at 0.2 second
null -See Section 114.8 Site amplification factor at 1.0 second MCEGpeak ground acceleration
Site amplification factor at PGA
Site modified peak ground acceleration
Long-period transition period in seconds
Probabilistic risk-targeted ground motion. (0.2 second) Factored uniform-hazard (2% probability of exceedance in 50 years) spectral acceleration Factored deterministic acceleration value. (0.2 second) Probabilistic risk-targeted ground motion. (1.0 second) Factored unIorm-hazard (2% probability of exceedance in 50 years) spectral acceleration.
Factored deterministic acceleration value. (1.0 second) Factored deterministic acceleration value. (Peak Ground Acceleration) Uniform-hazard (2% probability of exceedance in 50 years) Peak Ground Acceleration Mapped value of the risk coefficient at short periods
PGA 0.601
FPGA 1.1
PGAm 0.661
TL 8
SsRT 1.427
Sslfrl 1.545
SsD 1.836
S1RT 0.506
S1UH 0.549
SID 0.627
PGAd 0.753
PGAu H 0.601
CRS 0.923
https://www.seismicmaps.arg 1/3
8/9/23, 1:57 PM U.S. Seismic Design Maps
Type Value Description
CR1 0-921 Mapped value of the risk coefficient at a period of 1 s Gv 1.385 Vertical coefficient
https://www.seismicmaps.org 2/3
8/9/23, 2:00 PM Unified Hazard Tool
U.S. Geological Survey - Earthquake Hazards Program
Unified Hazard Tool
Please do not use this tool to obtain ground motion parameter values for the design code reference documents covered by the U.S. Seismic Design Maps web tools (e.g., the International Building Code and the ASCE 7 or 41 Standard). The values returned by the two applications are not identical.
Please also see the new USGS Earthquake Hazard Toolbox for access to the most recent NSHMs for the conterminous U.S. and Hawaii.
Input
Edition Spectral Period
Dynamic: Conterminous U.S. 2014 (u... Ne• Peak Ground Acceleration Latitude
Decimal degrees
33.810567
Longitude
Decimal degrees, negative values for western longitudes -117.874044
Site Class
259 mis (Site class D) 'V
Time Horizon
Return period in years
2475
https://earthquake.usgs.gov/hazard s/interactive/ 1/4
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• 41.
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8t9/23, 2:00 PM Unified Hazard Tool
A Deaggregation
Component
Total \IP
• E= [-2.5 -2)
E=[-1.5..-1)
▪ e = [-1 .. -0.5)
LIIe= [-0.5 .. 0)
▪ E= [0 .. 0.5)
LII E=[0.5 ..
• E = R
ME= [1.5 .. 2)
https://earthquake.usgs.gov/hazards/interactivel 2/4
819/23, 2:00 Pm Unified Hazard Tool
Summary statistics for, Deaggregation: Total
Deaggregation targets Recovered targets
Return period: 2475 yrs Return period: 2946.1631 yrs
Exceedance rate: 0.0004040404 yr' Exceedance rate: 0.00033942452 yr' PGA ground motion: 0.68898468 g
Totals Mean (over all sources)
Binned: 100 % m: 6.65
Residual: 0% r: 12.84 km
Trace: 0.05% au: 1.47
Mode (largest m-r bin) Mode (largest m-r-E0 bin)
m: 7.3 m: 7.72
r: 11.93 km r: 13.5 km
co: 0.94 a co: 1.26 a
Contribution: 11.26% Contribution: 6.81 %
Discretization Epsilon keys
r min = 0.01 max = 1000.0, A = 20.0 km
m: min = 4.4, max =9.4,A =0.2
E: min = -3.0, max = 3.0, A = 0.5
£0: [-°°.. -2.5)
al: [-2.5 -2.0)
• [-2.0 .. -1.5)
• [-1.5 .. -1.0)
£4: [-1.0 .. -0.5)
• [-0.5 .. 0.0)
€6: [0.0 .. 0.5)
a7: [0.5.. 1.0)
€8: 11.0 .. 1.5)
69: [1.5 .. 2.0)
610: [2.0 .. 2.5)
Ell: [2.5 .. -E'l
hlips://eadtiquaka.usgs.gov/hazards/interactivel 3/4
8/9/23, 2:00 PM Unified Hazard Tool
Deaggregation Contributors
Source Set 14 Source
UC33brAvg_FM32
Type
System
r m Ion tat az
32.81 Compton [0] 13.71 7.26 0.81 118.043°W 33.702°N 232.50 4.71 Richfield [1] 8.70 6.38 1.51 117.870°W 33.882°N 2.67 4.21 Reralta Hills [1] 4.58 7.28 0.75 117.855°W 33.845°N 24.81 3.38 Whittier a it 2 [3] 13.38 7.58 1.38 117.819°W 33.921°N 22.33 3.27 Puente Hills (Coyote Hills) [0] 10.96 7.29 1.27 117.922°W 33.893°N 334.18 3.07 Anaheim [0] 8.67 6.81 0.92 117.943°W 33.780°N 241.97 2.40 Yorba Linda [0] 5.65 7.52 0.57 117.889°W 33.858N 345.84 1.47 San Joaquin Hills [0] 15.83 7.27 1.61 117.885°W 33.671N 183.66 1.43 Newport-Inglewood alt 2 [1] 18.63 7.51 1.67 117.993°W 33.676°N 216.39 1.23 Chino alt 2 [1] 20.85 6.94 2.01 117.682°W 33.933°N 52.36 1.08 UC33brAvg_F M31 System 30.94
Whittier alt 1 [3] 13.43 7.48 1.44 117.814°W 33.920°N 24.36 4.89 Compton [0] 13.71 7.21 0.83 118.043°W 33.702N 232.50 4.47 Peralta Hills [1] 4.58 6.87 0.93 117.855°W 33.845°N 24.81 4.44 Anaheim [0] 8.67 6.TT 0.95 117.943°W 33.780°N 241.97 2.37 Chino alt 1 [2] 17.79 6.68 2.06 117.689°W 33.931°N 50.44 1.55 Yorba Linda [0] 5.65 7.40 0.62 117.889°W 33.858N 345.84 1.42 San Joaquin Hills [0] 15.83 7.56 1.43 117.885°W 33.671N 183.66 1.42 Newport-Inglewood alt 1 [1] 18.72 7.48 1.68 117.995°W 33.676°N 216.95 1.34 UC33brAvg_F M32 (opt) Grid 18.26
PointSourceFinite: -117.874,33.833 5.58 5.69 1.23 117.874°W 33.833°N 0.00 3.98 PointSourceFinite: -117.874,33.833 5.58 5.69 1.23 117.874°W 33.833°N 0.00 3.98 PointSourceFinite: -111.874,33.869 7.99 5.72 1.60 117.874°W 33.869°N 0.00 1.58 PointSourceFinite: -111.874,33.869 7.99 5.72 1.60 117.874°W 33.869°N 0.00 1.58 UC33brAvg_F M31 (opt) Grid 17.99
PointSourceFinite: -111.874,33.833 5.58 5.69 1.22 117.874°W 33.833°N 0.00 4.08 PointSourceFinite: -117.874,33.833 5.58 5.69 1.22 117.874°W 33.833N 0.00 4.08 PointSourceFinite: -117.874,33.859 7.99 5.72 1.60 117.874°W 33.869°N 0.00 1.54 PointSourceFinite: -111.874,33.869 7.99 5.72 1.60 117.874°W 33.869°N 0.00 1.54 hlips://earthquake.usgs.gov/hazards/interactivei 4/4
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• ihn$eillSollioi•te II M
NMG Geotechnical, Inc.
17991 Fitch
Irvine, CA 92614
LIQUEFACTION ANALYSIS REPORT AIL
Project title: ocVibe
CPT file : CPT-4
Input parameters and analysis data
Analysis method: NCEER (1998) G.W.T. (in-situ): 40.00 ft Use fill: No Clay like behavior Fines correction method: NCEER (1998) G.W.T. (earthq.); 30.00 It Fill height: N/A applied: Sands only Points to test: Based on Ic value Average results interval: 3 Fit vieUht: N/A Limit depth applied: No Earthquake magnitude M5: 748 It cut-off value: 2.60 Trans. detect. applied: Yes Limit depth: NIA Peak ground acceleration: 0,66 Unit Weight calculation: Based on SBT rsaapplied: Yes KW method: Method based Location : Anaheim, CA
SBTn Plot
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Summary of liquefaction potential
, 1 I I 5 ill
CLiq v.2.3.1.15 - CPT Liquefaction Assessment Software - Report created on: 10/1612023, 3:04:53 PM 1 Project File:
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Thissoftwareis licensed to: NMG Geotechnical, Inc.
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1,000
1 NMG Geotechnical, Inc.
17991 Fitch
Irvine, CA 92614
LIQUEFACTION ANALYSIS REPORT
Location : Anaheim, CA
NCEER (1998) G.W.T. (in-situ): 31.00 ft Use fill: No Clay like behavior NCEER (1998) G.W.T. (earthq.); 31.00 It Fill height: NIA applied: Sands only Based on lc value Average results interval: 3 Fil vieUht: N/A Limit depth applied: No 748 It cut-off value: 2.60 Trans. detect, applied: yes Limit depth: NIA
0.66 Unit weight calculation: Based on SBT rsaapplied: Yes KW method: Method based Project title: ocVibe
CPT file : CPT-5
Input parameters and analysis data
Analysis method:
Fines correction method:
Points to test:
Earthquake magnitude
Peak ground acceleration:
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4 -
6 -
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14 16
18 20
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200 400
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NMG Geotechnical, Inc.
17991 Fitch
Irvine, CA 92614
LIQUEFACTION ANALYSIS REPORT
Project title: ocVibe Location Anaheim, CA
CPT file : CPT-6
Input parameters and analysis data
Anal ysis method: NCEER (1998) G.W.T. (in-situ): 25.00 ft Use fill: No Clay like behavior Fines correction method: NCEER (1998) G.W.T. (earthg.): 25.00 It Fill height: NIA applied: Sands only Points to test: Based on Ic value Average results interval: 3 Fil weight: N/A Limit depth applied: No Earthquake magnitude Mw: 7.48 It cut-off value: 2.60 Trans. detect. applied: Yes Limit depth: NIA Peak ground acceleration: 0.66 Unit weight calculation: Based on SBT rsa applied: Yes KW method: Method based SBTn Plot C1111 plot FS Plot
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Summary of liquefaction potential
CyclicStressRa tio* (CSR*)
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Reviewed By:
David E. Albus
Principal Engineer
G. E. 2455
AMus & Associates, Inc GEOTECHNICAL ENGINEERING REVIEW SHEET 1011 N. Armando Street CITY OF ANAHEIM
Anaheim, California 92806
(714) 630-1626
(714) 630-1916 FAX Page 1
Plan Check # TECH2023-01486
AA Project No. 3209.00 Date: January 10, 2024
Project Name: Proposed ocV ?be Arena Corporate Center (ACC) Redevelopment Project.
Location: 2695 East KateIla AVC1111C. Anaheim
Consultant: NMG Geoteehnical, Inc.
Geotechnical Engineer: Shahrooz Karimi (RCE 54250)
Engineering Geologist: Lynne Yost (CEG 2317)
Documents Reviewed:
1, Geotechnical Planning Study, Arena Corporate Center (ACC). ocV,TE Mixed-Use Community and Live Entertainment Redevelopment Project, Platinum Triangle, City olAnaheitn, California. prepared by NMG Geotechnical, Inc., dated October 17_ 2023 (Project No. 20065-01) Action:
Recommended Approval of Document(s) Submitted
Conditional Approval of Document(s) Submitted — see comments X Request Additional Data for Review — see comments
A /bus 41 Associates, Inc.
Albus & Associates, Ine. GEOTECHNICAL ENGINEERING REVIEW SHEET 1011 N. Armando Street CITY OF ANAHEIM
Anaheim, California 92806
(714) 630-1626
(714) 630-1916 FAX Page 2
Plan Check # TECH2023-01486
AA Project No. 3209.00 Date: January 10, 2024
COMMENTS
The document reviewed has been submitted to the City of Anaheim as a geotechnical document in support of a grading permit for a proposed mixed-use development. Before issuing a grading permit, the following comments should be addressed by the Geoteeluneal Consultant to the project. 1) Sections 2.3 Groundwater, 2.6 Liquefaction Analysis, 3.4 Groundwater Conditions, and Appendix E:
The report stated, "It is our opinion that the high-water table recorded during the 2022/2023 rainfall season represents the high design groundwater table." In Appendix E, the design groundwater during earthquake ranges from 25 to 31 feet below the ground surface. However, the consultant stated in Section 2.3, "the historic high groundwater levels generally range between 10 and 20 feet below the original ground surface." Furthermore, groundwater depth indicated in borings by G.A. Nicol (1998) indicates that as shallow as 23 to 27 feet below the ground surface in Nov. 1997 for the northerly side of the project and 33 to 35 feet for the southerly side. This pattern is not consistent with levels related to the basin source and that other factors are influencing the occurrence of groundwater such as aquitard layers. The data from G.A. Nicol comes from just one single month during the past 50 years and may not represent a shallowest groundwater condition below the site for the next 50 years. The behavior of GW-3 does appear to exhibit some relationship to the data in GW-1 and thereby support the consultant's position that groundwater is controlled (in part) by the Santa Ana River. The ground water level rose about 3 1/4feet from 2/23 to 6/23 while the level at GW-1 remained relatively constant at a higher elevation. Changes in groundwater level in GW-3 appear to reflect a lag in response to the levels at OW-I. The design groundwater depth must be selected from either the historic high groundwater depths by CGS or compelling historic monitoring data (decades of data) and justification. The consultant should reassess the design groundwater table in consideration of the G.A. Nicol data and update the liquefaction and Seismic Settlement/Lateral Spread analyses accordingly. 2) Although the proposed buildings at this time appear to be significantly set back from the basin embankment, roadway improvements appear to be proposed in close proximity to the embankment. As such, please perform static and pseudostatic stability analyses of the embankment then provide conclusions regarding stability as well as any appropriate recommendations for mitigation if needed.
Please include consideration of rapid drawdown.
Albus & Associates, Inc.
Legend
Locations are Approximate
• GW-3 Observation Well by 101G
• OCWD-BPI -1 Observation Well by Orange County Water District 0 425 850
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OBSERVATION WELL LOCATION MAP
PROPOSED OC V!be MIXED USE
DEVELOPEMENT
CITY OF ANAHEIM, CALIFORNIA
Project Number: 20065-01 By: SBK/LY
Project Name: AREP DC Vibe
Date:3/29/2024 Figure 1 NMG
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71'
Almostcertain itwill notliquefy
CPT name: CPTLateral displacements settlemen
0 0.
This software is licensed to: NMG Geotechnical,
LPI color scheme
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CPT name: CPT-D2 This software is licensed to: NMG Geotechnical, Inc. .06
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CPT name: CPT-D2 Thissoftwareislicensed to: NMG Geotechnical, Inc.
Inputparametersand analysis data
m. coneresi
() LrglaCI
SBTn Index
1 1 I 1 I I I I1 1 1
ci N r+1 It .•0 CO 0 NJ It to OD 0
NI NNNN r•') rn rn rn St St St St v• Ui
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CPT name: CPT-D3 Thissoftwareislicensed to: NMG Geotechnical, Inc. 03 a IN
11/C1
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I c I I • I I• I I • I I I I
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(w) ZR'JaAei pues amegenbil 40 ssauvRti
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ru IN
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cci
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Chec k for
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co co
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s4 o t
cci
cc cc
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1 (._.1 U j " ' C!
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CPT name: CPT-D3 This software is licensed to: NMG Geotechnical, Inc.
Input parametersand analysis da
C
ta
lb
oneresistance
(4) Lr4claCI
(14) ilida0
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This software is licensed to NNIG Geotechnical, Inc. CPT name: CPT-02 :: Cyclic Resistance Ratio (CRR) calculation data
Po[nt ID Depth Fr
(it) (tsf) ( 0/0)
(continued)
n gYi cRR7 5 Belongs to Clay-like
trans. layer behaviour
FS
433 28.44 202.97 1.67 0.68 0.51 147.17 1.02 150.13 4.000 No No 2.00 434 28.49 200.36 1.67 0.66 0.51 145.24 1.02 147.79 4.000 No No 2.00 435 28.57 199.15 1.67 0.65 0.51 144.18 1.02 116.54 0.373 No No 0.89 436 28.61 197.93 1.67 0.65 0.51 143.15 1.02 145.61 0.367 No No 0.88 437 28.69 196.38 1.68 0.66 0.51 141.56 1.02 144.86 0.363 No No 0.87 438 28.77 194.31 1.69 0.68 0.52 139.45 1.03 144.08 0.358 No No 0.85 439 28.82 191.33 1.72 0.72 0.53 136.56 1.05 143.24 0.353 No Na 0.84 440 28.90 188.62 1.74 0.77 0.54 133.79 1.06 142.41 0.349 Na No 0.83 441 28.94 185.64 1.77 0.82 0.55 130.85 1.08 141.70 0.345 No No 0.82 442 29.02 183.42 1.78 0.84 0.55 128.79 1.09 140.42 0.338 No No 0.80 443 29.11 182.63 1.78 0.83 0.55 128.05 1.09 139.49 0.332 Na No 0.79 444 29.15 182.17 1.77 0.82 0.55 127.71 1.09 138.79 0.329 Na Na 0.78 445 29.23 183.00 1.77 0.82 0.55 128.08 1.09 139.22 0.331 Na No 0.78 446 29.27 184.58 1.77 0.83 0.55 129.07 1.09 140.36 0.337 No No 0.80 447 29.36 187.56 1.76 0.82 0.55 131.17 1.08 141.91 0.346 No No 0.82 448 29.40 190.14 1.76 0.81 0.54 133.11 1.08 143.26 0.353 Na No 0.84 449 29.49 191.39 1.76 0.81 0.54 133.81 1.08 143.84 0.357 No No 0.84 450 29.53 191.26 1.75 0.80 0.54 133.70 1.07 143.43 0.354 Na No 0.84 451 29.60 194.97 1.72 013 0.53 137.06 1.05 143.99 0.358 No No 0.84 452 29.67 198.83 1.66 0.61 0.51 141.36 1.01 142.69 0.350 No Na 0.82 453 29.75 202.75 1.60 0.50 0.50 144.54 1.00 144.54 0.361 No No 0.85 454 29.80 200.13 1.58 0.46 0.50 142.55 1.00 142.55 0.349 No Na 0.82 455 29.88 190.22 1.62 0.49 0.50 135.24 1.00 135.24 0.310 No No 0.73 456 29.95 181.97 1.65 0.52 0.50 128.93 1.00 129.22 0.281 Na No 0.66 457 30.00 170.23 1.69 0,54 0.52 119.38 1.03 123.07 0.253 No No 0.59 458 30.09 165.52 1.70 0.54 0.52 115.65 1.04 119.85 0.240 No No 0.55 459 30.14 157.89 1.71 0.53 0.53 109.86 1.05 114.82 0.221 No No 0.52 160 30.21 155.25 1.71 0.50 0.53 107.92 1.04 112.58 0.213 Na No 0.50 461 30.25 151.57 1.71 0.49 0.53 105.24 1.00 105.24 0.188 Na No 0.44 462 30.33 148.38 1.71 0.47 0.53 102.84 1.00 102.84 0.181 No No 0.12 463 30.42 145.30 1.71 0.46 0.53 100.52 1.00 100.52 0.174 No No 0.41 164 30.46 141.92 1.72 0.45 0.53 97.97 1.00 97.97 0.167 No No 0.39 465 30.54 139.22 1.72 0.44 0.53 95.81 1.00 95.81 0.162 No No 0.38 466 30.58 136.54 1.73 0.44 0.53 93.74 1.00 93.74 0.157 No No 0.36 467 30.66 133.74 1.74 0.45 0.54 91.36 1.00 91.36 0.151 No Na 0.35 468 30.75 130.36 1.76 0.47 0.55 88.49 1.00 88.49 0.144 No No 0.33 169 30.79 125.47 1.80 0.50 0.56 84.44 1.10 93.25 0.155 Na No 0.36 470 30.87 120.84 1.83 0.53 0.57 80.62 1.13 90.83 0.150 No No 0.35 471 30.92 115.31 1.86 0.56 0.58 76.25 1.15 87.93 0.143 Na No 0.33 472 31.00 111.26 1.88 0.58 0.59 73.04 1.17 85.67 0.138 No No 0.32 473 31.04 106.92 1.91 0.59 0.60 69.71 1.19 83.30 0.134 No No 0.31 474 31.12 103.69 1.92 0.61 0.61 67.19 1.21 81.50 0.130 Na No 0.30 475 31.20 101.05 1.94 0.61 0.61 65.14 1.23 79.94 0.128 No No 0.29 476 31.25 98.92 1.94 0.60 0.62 63.60 1.23 78.44 0.125 No No 0.29 477 31.33 96.97 1.95 0.59 0.62 62.19 1.24 76.88 0.122 Na No 0.28 478 31.37 93.60 1.95 0.57 0.62 59.83 1.25 74.48 0.118 No No 0.27 479 31.45 89.10 1.97 0.56 0.63 56.60 1.26 71.49 0.114 No No 0.26 480 31.53 84.17 1.99 0.55 0.63 53.06 1.29 68.35 0.110 No No 0.25 CLiq v.2.2.1.7 - CPT Liquefaction Assessment Software - Report created on: 11/29/2021, 2:36:57 Plvl 149 Project fife: P: \2020\20065-01 Artaheim \Noe Wffq\20065-01.clq Mbzfs!xjui!mpx!Tifbs!tusfohui
This software is licensed to: NVIG Geotechnical, Inc. CPT name: CPT-D2 :: Cyclic Resistance Ratio (CRR) calculation data :: (continued) Point ID Depth
(ft)
qi
(tsf)
Fr
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trans. layer behaviour
FS
529 34.72 215.14 1.52 0.34 0.50 142.29 1.00 142.29 0.348 No No 0.77 530 34.78 214.20 1.51 0.32 0.50 141.53 1.00 141.53 0.344 No No 0.76 531 34.86 213.99 1.50 0.31 0.50 141.23 1.00 141.23 0.342 Na No 0.76 532 34.94 213.52 1.49 0.30 0.50 140.76 1.00 140.76 0.339 No No 0.75 533 34.98 206.79 1.51 0.30 0.50 136.20 1.00 136.20 0.315 No No 0.70 534 35.04 203.75 1.52 0.31 0.50 134.06 1.00 134.06 0.304 No No 0.6) 535 35.12 200.44 1.53 0.32 0.50 131.70 1.00 131.70 0.292 No No 0.65 536 35.21 202.05 1.53 0.32 0.50 132.67 1.00 137.62 0297 No No 0.55 537 35.25 199.16 1.54 0.33 0.50 130.62 1.00 130.62 0.287 No No 0.63 538 35.33 195.12 1.56 0.35 0.50 128.45 1.00 128.45 0.277 No No 0.61 539 35.37 191.38 1.59 0.38 0.50 125.24 1.00 125.24 0.263 Na No 0.58 540 35.45 186.09 1.61 0.39 0.50 121.59 1.00 121.59 0.247 No No 0.54 541 35.53 180.86 1.62 0.39 0.50 118.00 1.00 118.00 0.233 No No 0.51 542 35.58 176.57 1.61 0.37 0.50 115.16 1.00 115.15 0.222 No No 0.49 543 35.66 174.75 1.60 0.34 0.50 113.77 1.00 113.77 0.217 No No 0.48 544 35.70 174.32 1.57 029 0.50 113.47 1.00 113.42 0.216 No No 0.47 545 35.78 174.48 1.55 0.25 0.50 113.39 1.00 113.39 0.216 No No 0.47 546 35.85 173.14 1.53 0.22 0.50 112.39 1.00 112.39 0.212 No No 0.47 547 35.91 166.88 1.53 0.20 0.50 108.21 1.00 108.21 0.198 No No 0.43 548 35.99 158.82 1.55 0.20 0.50 102.80 1.00 102.80 0.181 No No 0.40 549 36.03 145,62 1,60 0.22 0.50 94.09 1.00 94.09 0.157 No No 0.34 550 36.11 133.00 1.68 0.27 0.51 84.82 1.00 84.82 0.137 No No 0.30 551 36.16 115.64 1.82 0.41 0.57 70.56 1.00 70.56 4.000 Yes No 2.00 552 36.24 97.97 2.00 0.65 0.64 56.55 1.31 73.83 4.000 Yes No 2.00 553 36.32 80.43 2.20 1.01 0.71 43.64 1.67 72.91 4.000 Yes No 2.00 554 36.36 64.01 2.41 1.51 0.79 32.53 2.34 75.97 4.000 Yes No 2.00 555 36A4 52.05 2.57 1.99 0.85 25.01 3.14 78.59 4.000 Yes No 2.00 556 36.48 40.77 2.73 2.49 0.92 18.44 4.25 78.32 4.000 Yes Yes 2.00 557 36.57 34.23 2.82 2,64 0.95 14.90 4.99 74.28 4.000 Yes Yes 2.00 558 36.65 29.27 2.90 2.76 0.98 12.28 5.73 70.34 4.000 Yes Yes 2.00 559 36.73 26.48 2.96 2.90 1.00 10.84 6.31 68.34 4.000 Yes Yes 2.00 560 36.77 24.29 3.02 3.19 1.00 9.85 6.94 68.31 4.000 No Yes 2.00 561 36.81 23.26 3.05 3.35 1.00 9.37 7.28 68.26 4.000 No Yes 2.00 562 36.90 28.76 2.90 2.67 0.98 11.96 5.73 68.60 4.000 Yes Yes 2.00 563 36.98 38.89 2.69 1.98 0.90 17.52 3.95 69.18 4.000 Yes Yes 2.00 554 37.02 52.05 2.51 1.56 0.83 25.12 2.80 70.35 4.000 Yes No 2.00 565 37.10 59.56 2.44 1.48 0.80 29.44 2.47 72.62 4.000 Yes No 2.00 565 37.14 63.21 2.42 1.51 0.80 31.45 2.39 75.17 4.000 Yes Na 2.00 567 37.23 62.54 2.44 1.58 0.80 30.89 2.47 76.19 4.000 Yes No 2.00 568 37.31 58.10 2.49 1.73 0.83 28.10 2.73 76.77 4.000 Yes No 2.00 569 37.38 50.87 2.59 1.99 0.86 23.75 3.25 77.20 4.000 Yes No 2.00 570 3/43 42.44 2.72 2.40 0.91 18.88 4.11 77.58 4.000 Yes Yes 2.00 571 37.47 35.39 2.83 2.76 0.95 15.03 5.06 76.01 4.000 Yes Yes 2.00 572 37.55 29.19 2.94 3.04 1.00 11.80 6.12 72.19 4.000 Yes Yes 2.00 573 37.64 24.62 3.03 3.26 1.00 9.75 7.04 68.65 4.000 No Yes 2.00 574 37.68 21.06 3.11 3.59 1.00 8.19 8.09 66.19 4.000 No Yes 2.00 575 37.76 19.24 3.17 3.87 1.00 7.37 8.32 65.01 4.000 No Yes 2.00 576 37.80 17.72 3.22 4.08 1.00 6.70 9.47 63.46 4.000 Na Yes 2.00 aig v.2.2.1.7 - CPT Liquefaction Assessment Software- Report created on: 11/29/2021, 2:36:57 PNI 151 Project file: P: \2020\2E1065-01 Anaheim Vihe\Cliq \20065-01.clq This software is licensed to: NMG Geotechnical, Inc. CPT name: CPT-D2 Cyclic Resistance Ratio (CRR) calculation data :: (continued) Point ID Depth
(ft)
q
(tsn
1. Fr
(%)
os CRRi.s Belongs to Clay-like
trans. layer behaviour
FS
577 37,88 16.81 3,24 4,16 1.00 6.29 9,87 62.09 4.000 No Yes 2.00 578 37.96 15.50 3.29 4.42 1.00 5.71 10.60 60.55 4,000 No Yes 2.00 579 38.01 13.77 3.37 4.96 1.00 4.96 11.86 58.76 4,000 No Yes 2.00 580 38.09 13.19 3.40 5.07 1.00 4.69 12.27 57.59 4.000 No Yes 2.00 581 38.13 12.31 3.43 5.17 1.00 4.31 12.88 55.48 4.000 No Yes 2.00 582 38.21 12.95 3.38 4.50 1.00 4.57 11.95 54.63 4.000 No Yes 2.00 583 38.29 13.46 3.33 4.01 1.00 4.78 11.23 53.74 4.000 No Yes 2.00 584 38.34 15.44 3.24 3.48 1.00 5.63 9.83 55.28 4.000 No Yes 2.00 585 38.42 16.53 3.21 3.44 1,00 6.08 9.38 57,03 4,000 No Yes 2.00 586 38,46 17.02 3.20 3.52 1.00 6.28 9.29 58,38 4.000 No Yes 2.00 587 38.54 15.44 3.27 3.91 1.00 5.59 10.27 57.42 4,000 No Yes 2.00 588 38.59 14.35 3.31 4.02 1.00 5.12 10.86 55.59 4.000 No Yes 2.00 589 38.66 11.94 3.43 4.64 1.00 4.09 12.76 52.14 4.000 No Yes 2.00 590 38.72 11.18 3.46 4.64 1.00 3.75 13.29 49.89 4.000 No Yes 2.00 591 38,79 9.66 3.55 5,06 1.00 3.10 14.95 46.35 4.000 No Yes 2.00 592 38.87 8.96 3.59 5.10 1.00 2.80 15.71 43.94 4.000 No Yes 2.00 593 38.92 8.11 3.65 5.43 1.00 2.43 17.03 41.44 4.000 No Yes 2.00 594 39,00 T47 3.71 5.81 1.00 2,16 18.29 39.44 4.000 No Yes 200 595 39,08 7.41 3.70 5,49 1.00 2,12 18.12 38.51 4.000 No Yes 2.00 596 39.12 8.44 3.57 4.04 1,00 2.56 15.31 39.17 4,000 No Yes 2.00 597 39.20 9.55 3.44 3.02 1.00 3.02 13.01 39.26 4,000 No Yes 2.00 598 39.25 10.69 3.33 2.31 1.00 3.49 11.15 38.96 4.000 No Yes 2.00 599 39.33 16.84 3.31 2.18 1.00 3.55 10.87 38.58 4.000 No Yes 2.00 600 39,41 11.59 3.26 1.97 1.00 3.85 10.08 38.86 4.000 No Yes 2.00 601 39,45 11.21 3.30 2,19 LOU 3.69 10.65 39.31 4.000 No Yes 2.00 602 39.53 10.24 3.38 2.61 1.00 3.28 11.96 39.17 4.000 No Yes 2.00 603 39.57 7.86 3,60 3,87 1,00 128 15.96 36.43 4,000 No Yes 100 604 39.66 7.30 3.67 4.33 1.00 2.04 17.31 35,35 4.000 No Yes 100 605 39.74 6.54 3.77 5.11 1.00 1.72 19.47 33.49 4.000 No Yes 2.00 606 39.78 7.18 3.68 4.41 1.00 1.98 17.62 34.95 4,000 No Yes 2.00 607 39.83 7.80 3.61 3.99 1.00 2.24 16.24 36,37 4.000 No Yes 2.00 608 39.91 8.68 3.54 3.63 1.00 2.60 14.76 38.35 4.000 No Yes 2.00 609 39,97 10.02 3.45 3.35 1.00 3.15 13.13 41.32 4.000 No Yes 2.00 610 40.06 10.69 3.42 3.39 1 00 3.41 12.64 43.17 4.000 No Yes 2.00 611 40,11 11,94 3.36 3,29 1.00 3.92 11.67 45.77 4.000 No Yes 2.00 612 40,19 12.00 3.37 3.50 1.00 3.94 11,88 46.78 4.000 No Yes 200 613 40,23 12,18 3.37 3,54 1.00 4.01 11,81 47,37 4.000 No Yes 2.00 614 40.32 12.24 3.36 3.48 1,00 4.03 11.72 47.19 4,000 No Yes 2.00 615 40.36 12.21 3.36 3.44 1.00 4.01 11.70 46.92 4,000 No Yes 2.00 616 40.44 11.48 3.41 3.78 1.00 3.70 12.55 46.46 4.000 No Yes 2.00 617 40.52 10.51 3.49 4.35 1.00 3.30 13.88 45.73 4.000 No Yes 2.00 618 40.56 9.29 3.59 5,28 1.00 2,79 15.87 44.35 4.000 No Yes 2.00 619 40.65 8.41 3,68 6.03 1.00 2,43 17.55 42.61 4.000 No Yes 2.00 620 40.69 7.34 3.78 6.94 1.00 1.99 19.84 39.49 4.000 No Yes 2,00 621 40,77 6,31 3.90 7.93 1.00 1.56 22,61 35,39 4,000 No Yes 2.00 622 40.85 5.37 4.05 9.47 1.00 1.18 26.27 30.93 4.000 No Yes 2.00 623 40.89 4.64 4,06 11,93 1.00 0.88 26.61 23.44 4,000 No Yes 2.00 R74 40 tIR 421 4 CIR 14 77 inn 070 7A R1 in 7R 4000 Nr, Ve 200 CLiq v.2.2.1.7 - CPT Liquefaction Assessment Software - Report created on: 11/29/2021, 2:36:57 PM 152 Project file: PA20201.20665-01. Anaheim Vibe.\Cliq1,20065-01.clq This software is licensed to: NMG Geotechnical, Inc. CPT name: CPT-D2 Cyclic Resistance Ratio (CRR) calculation data:: (continued) Point ID Depth
(ft)
qi
(ts0
I Fr
(%)
R. Kc Qtn.. CRR1.5 Belongs to Clay-like
trans. layer behaviour
FS
625 41.07 3.88 4.06 18.10 1.00 0,57 26.61 15.13 4.000 No Yes 2.00 626 41.10 4.03 4.06 17.22 1.00 0.63 26.61 16.68 4.000 No Yes 2.00 627 41.18 5.22 4.06 10.58 1.00 1.10 26.61 29.33 4.000 No Yes 2.00 628 41.22 9.53 3.55 4.56 1.00 2.84 15.10 42,86 4.000 No Yes 2.00 629 41.31 13.97 3.28 2.99 1.00 4.62 10.38 47.93 4.000 No Yes 2.00 630 41.35 16.80 3.17 2.68 1.00 5.75 8.87 50.95 4.000 No Yes 2.00 631 41.43 16.22 3.22 3.10 1.00 5.50 9.55 52.54 4.000 No Yes 2.00 632 41.48 14.76 3.32 3.88 1.00 4.91 10.96 53.82 4.000 No Yes 2.00 633 41.56 12.91 3.43 4.87 1.00 4.16 12.85 53.44 4.000 No Yes 2.00 634 41.63 10.83 3.58 6,34 1.00 3.32 15.51 51.53 4.000 No Yes 2.00 635 41.68 8.81 3.75 8.54 1.00 2.51 19.11 47.96 4.000 No Yes 2.00 636 41.76 7.70 3.87 10.40 1.00 2.06 21.82 45.00 4.000 No Yes 2.00 637 41.80 6.71 3.99 12.65 1.00 1.67 24.87 41.48 4.000 No Yes 2.00 638 41.89 5.98 4.06 14.85 1.00 1.37 26.61 36.48 4.000 No Yes 2.00 639 41.97 5.30 4.06 18.30 1.00 1.10 26.61 29.25 4.000 No Yes 2.00 640 42.01 5.36 4.06 19.83 1.00 1.12 26.61 29.83 4.000 No Yes 2.00 641 42.09 6.52 4.06 16.60 1.00 1.57 26.61 41.89 4.000 No Yes 2.00 642 42.14 11.84 3.63 8.90 1.00 3,67 16.51 60.60 4.000 No Yes 2.00 643 42.22 22.18 3.23 5.26 1.00 7.73 9.67 74.80 4.000 No Yes 2.00 644 42.30 33.55 3.00 3.99 1.00 12.19 6.74 82.21 4.000 No Yes 2.00 645 42.34 42.49 2.87 3.57 0.97 16.09 5.45 87.77 4.000 No Yes 2.00 646 42.42 46.60 2.83 3.51 0.96 17.96 5.08 91.13 4.000 No Yes 2.00 647 42.46 49.21 2.82 3.61 0.95 19.08 4.96 94.66 4.000 No Yes 2.00 648 42.55 50.31 2.83 3.77 0.95 19.46 5.01 97.44 4.000 No Yes 2.00 649 42.59 51.43 2.84 4.02 0.96 19.82 5.11 101.24 4.000 No Yes 2.00 650 42.67 52.17 2.86 4.33 0.96 19.95 5.28 105.32 4.000 No Yes 2.00 651 42.75 52.17 2.88 4.71 0.97 19.73 5.54 109.25 4.000 No Yes 2.00 652 42.79 49.82 2.94 5.35 1.00 18.40 6.13 112.79 4.000 No Yes 2.00 653 42.88 46.72 3.00 6.04 1.00 17.11 6.76 115.61 4.000 No Yes 2.00 654 42.92 43.10 3.07 6.85 1.00 15.69 7.51 117.78 4.000 No Yes 2.00 655 43.00 40.49 3.11 7.30 1.00 14.64 8.01 117.29 4.000 No Yes 2.00 656 43.08 38.18 3.14 7.55 1.00 13.72 8.41 115.33 4.000 No Yes 2.00 657 43.13 36.11 3.15 7.25 1.00 12.91 8.51 109.81 4.000 No Yes 2.00 658 43.21 34.50 3.26 10.09 1.00 12.26 10.09 123.68 4.000 No Yes 2.00 659 43.25 33.16 3.48 19.66 1.00 11.73 13.65 160.15 4.000 No Yes 2.00 660 43.33 33.04 3.61 30.16 1.00 11.66 16.28 189.80 4.000 No Yes 2.00 661 43.37 38.75 3.57 30.88 1.00 13.84 15.96 213.96 4.000 No Yes 2.00 662 43.46 164.24 2.61 6.60 0.87 69.49 3.39 235.23 4.000 No Yes 2.00 663 43.53 350.56 2.08 2.91 0.67 179.51 1.41 253.86 4.000 No No 2.00 664 43.58 528.81 1.81 1.96 0.57 297.42 1.11 331.59 4.000 No No 2.00 665 43.64 587.57 1.76 1.86 0.55 335.90 1.08 362.93 4.000 No No 2.00 666 43.71 585.31 1.77 1.88 0.55 333.59 1.08 361.75 4.000 No No 2.00 667 43.77 533.07 1.80 1.91 0.56 300.18 1.11 332.08 4.000 No No 2.00 668 43.84 495.58 1.81 1.87 0.57 27734 1.11 309.39 4.000 No No 2.00 669 43.90 506.40 1.77 1.70 0.55 287.73 1.08 311.76 4.000 No No 2.00 670 43.97 600.11 1.64 1.37 0.50 356.59 1.00 356.59 4.000 No No 2.00 671 44.04 679.80 1.57 1.22 0.50 403.78 1.00 403.78 4.000 No No 2.00 672 44.10 710.90 1.54 1.18 0.50 421.99 1.00 421.99 4.000 No No 2.00 Clic' v.2.2.1.7 - CPT Liquefaction Assessment Software - Report created on: 11/29/2021, 2:36:57 PM 153 Project tile: PA20201.20065-01. Anaheim Vihe\CliC20065-01.clq This software is licensed to: NMG Geotechnical, Inc. CPT name: CPT-D2 Strength lass calculation (Robertson (2009) :: (continued) Depth
(ft)
qt
(I:s0
Qth Kr Qtr., Ic S../cf% Sio/cr',
28.44 202.97 147.17 1.02 150.13 1.67 N/A N/A
28.49 200.36 145.24 1.02 147.79 1.67 N/A N/A
28.57 199,15 144.18 1.02 146.54 1.67 0.88 0.88
28.61 197.93 143.15 1.02 145.61 1.67 0.88 0.88
28.69 196.38 141.56 1.02 144.86 1.68 0.88 0.88
28.77 194.31 139.45 1.03 144.08 1.69 0.88 0.88
28.82 191.33 136.56 1.05 143.24 1.72 0.87 0.87
28.90 188.62 133.79 1.06 142.41 1.74 0.87 0.87
28.94 185.64 130.85 1.08 141.70 1.77 0.87 0.87
29.07 183.42 128.79 1.09 140.42 1.78 0.86 0.86
29.11 182.63 128.05 1.09 139.49 1.78 0.86 0.86
29.15 182.17 127.71 1.09 138.79 1.77 0.86 0.86
29.23 183.00 128.08 1_09 139.22 1.77 0.86 0.86
29.27 184.58 129.07 1.09 140.36 1.77 0.86 0.86
29.36 187.56 131.17 1.08 141.91 1.76 0.87 0.87
29.40 190.14 133.11 1.08 143.26 1.76 0.87 0.87
29.49 191.39 133.81 1.08 143.84 1.76 0.87 0.87
29.53 191.76 133.70 1.07 143.43 1.75 0.87 0.87
29.60 194.97 137.06 1.05 143.99 1.72 0.87 0.87
29.67 198.83 141.36 1.01 142.69 1.66 0.88 0.88
29.75 202.75 144.54 1.00 144.54 1.60 0.88 0.88
29.80 200_13 142.55 1.00 142.55 1.58 0.88 0.88
29.88 190.22 135.24 1.00 135.24 1.62 0.87 0.87
29.95 181.97 128.93 1.00 129.22 1.65 0.86 0.86
30.00 170.23 119.38 1.03 123.07 1.69 0.85 0.85
30.09 165.52 115.65 1.04 119.85 1.70 0.85 0.85
30.14 157.89 109.86 1.05 114.82 1.71 0.84 0,84
30.21 155.25 107.92 1.04 112.58 1.71 0.84 0.84
30.25 151.57 105.24 1.00 105.24 1.71 0.83 0.83
30.33 148.38 102.84 1.00 102.84 1.71 0.83 0.83
30.42 145.30 100.52 1_00 100.52 1,71 0.83 0.83
30.46 141.92 97.97 1.00 97.97 1.72 0.82 0.82
30.54 139.22 95.81 1.00 95.81 1.72 0.82 0.82
30.58 136.54 93.74 1.00 93.74 1.73 0.82 0.82
30.66 133.74 91.36 1.00 91.36 1.74 0.81 0.81
30.75 130.36 88.49 1.00 88.49 1.76 0.81 0.81
30.79 125.47 84.44 1.10 93.25 1.80 0.80 0.80
30.87 120.84 80.62 1.13 90.83 1.83 0.80 0.80
30.92 115.31 76.25 1.15 87.93 1.86 0.79 0.79
31.00 111.26 73.04 1.17 85.67 1.88 0.78 0_78
31.04 106.92 69.71 1.19 83.30 1.91 0.78 0.78
31.12 103.69 67.19 1.21 81.50 1.92 0.77 0.77
31.20 101.05 65.14 1.23 79.94 1.94 0.77 0.77
31.25 98.92 63.60 1.23 78.44 1.94 0.77 0.77
31.33 96.97 62.19 1.24 76.88 1.95 0.76 0.76
31.37 93.60 59.83 1.25 74.48 1.95 0.76 0.76
31.45 89.10 56.60 1.26 71.49 1.97 0.75 0.75
31.53 84.17 53.06 1.29 68.35 1.99 0.18 0.74
CLiq v.2.2.1.7 - CPT Liquefaction Assessment Software- Report created on: 11/29/2021, 2:58:27 PM 73 Project file: P:\020\20065-01 Anaheim Vitie,,Cliq,,20065-01.clq Mpx!Tifbs!tusfohui!
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•-o crt oo co op co co 4 co -o at at al cri a a ro Cl N. M Li) ... re re •-I ra •-I N
Cn 1%, Cl -I U, 411 N i.0 It crt P1 N. in CO CO 101 0 01 1- La 1-LA ID r. 03 co01 .1-1 4.4 rill Ln t0 - rn N 01 01 01
CL) !xi cci co Cl) rd N 03 ai 6 01a; a; Cl 0) Ns 010) Ns a; a; 6 6 6 r4 iv IN NI NJ NI NJ IN 01 NI NI P1 413 n4 P1 Ns Ns P1411411rn tel 03N Os 0 N V' LA (0 N 03 03 0 N 4111 LA CD N CO OS 0 ,^1 C') el P1 e/ el Cr) Tr Tr Tr .Zr Tr 'er Tr Tr Tr NT in IA U1 LA LA LA ul ul LA its 03 't r I' kr Tr 1-Tr kr tr Kr kr 't .3' kr tr kr kr 'Cr kr kr Kr tr kr a- Sr tr 01 tri 101 Ln Lil -i-i Ui In Ln 03 1-In M1- 0 I-01 in CO n1 0 -I n En CO M1 01 1-..-i-1 M1. I-07 in Ln 1,0 01 IN N C C ni ii--1 03 ril 1 03 R -_- u-i P101 ,...., CO 01 0 Li) 0 nJ CO 1-0 4 0-; tO V r: Tf INI oi 6 Pi ni 6 cd N ai in 4 L.6 6 6 .-I -1 Pi 6 ni Lei ri 6 pi IN /-1 0 01 0 0 0 01 03 0 03 0 1-IN 0 N CPI --1 01 LO n1 --1 01 03 03 Li) -1 -I .-, . ..-p C) -4-1 v-I .1-1 0 0 wl 0 1-1 CI 10 CD 01 01 03 03 CO OD N. I", r, N0 .-I .-I 4-1 1-1 w
CO 01 111 In Ln 1- N 1-1 r, 01 01 1-11 L0 M1 IN 01 In CV 03 01 01 LO NE En in cvi
NE -I l< a) v-I 0 -1 n co cr N N: 0 Lrl 00 00
u-i as 6 n N N 6 co tri cci a; TN tri In 6 03 ci ne cri N N rn Lei 6 ca CO co co N. co co N. to in In 1- M p 03 .0 I L - 03 M11 LO CL 01 CI) 00 03 03 CO 03 00 03 03 03 N. to to ID U) ELI
1.0 LD ID ID LO In in Lin Ln In In I-I-I- In In In nJ 01 01 Co rri Cvi Cvi In In rn Cvi rn In In rn P1 PI fin 01 M rri CA in fri M in CA in fri 0 ro
IL
Cvi [ rnE • .cril grl %orr. L.4? Cl)n ro.r„-z, Cu?, r,± 0 1.0 NJ In in •-01 L11 In In 03 Tr In N ID I-01 In 03 N 1 01 in In CO rd M1 CT! .--I AI 0 03 en. 00 LAI CO 03 LN L.0 L.0 0 01 CO 1- cp ni 6 6 Pi Pi sa cc; N cc; us s Lc; 6 6 ,-; P1 CD NJ In In 6 In 1-1 C) C3 CY C7 01 CO CD cp N. 01 wl LO 01 CO LO
-1-1 1-1 v-I CD 0 0 1-1 CD 0 CD al as co co co co N N
1-1 1-1 /-1
Estimations
- CL 01 CO 03 IN, N, CD (1)
O.! SN. wl 1,4 404 1-1
CD 0 0 CT) oi co N. N. ',Z.lf) Li) •4-in IN In in in In in In 01 01 04 NI NJ NJ NI NJ IN f•Y r".4 Ca 0 Cs 0 Ci Cs Cs Cs 0 Cs Cs Ci Cs Cs 0 CI 1-1 1-1 v-I ta 0 0 C) C) 0 0 0 n C) 9 9 9 9 9 9 9 9 9 9 9 9 + + + + + + + + + + + + + + + + Lu Lu Lu Lu Lu Lu Lu WWWW In ry Lu Lu Lu Lu Lu Lu In In In Lu Lu L4 LLI (LI LLI .4- 01 .cr Li, Co CO N4 Li, 03 .0. N) Iii cr NJ N Sr IN 1-1 k.0 Tr CO N I-03 I- CO irs 04 L.0 0 01 0 9 - t-r-I Lo Al Cl) ED Lo to as Tr--1 0 0 In 6 6 Ii) Lei Lri •cf ,f ni -; cs5 6 if; Ni
In situ data
, U
..-.4 ,LP 1-cr 1-Tr.Tr cr in In Ln Ln in in Lel Lel in in in Lin in in Ln LA CD CD ID LO (-Cs th , n ..k.n .,..,...k,n ....,..99 CL
war
.., , turLEEDLudi w uJELI W EDED W LEJEDLLEartuuJELELLE turi.ErlstuLLEED g as co NE in N M Ls1 01 01 L11 01 IN -i-p IN cr co 6 ro IN Al CO P1 1-1 CD 01 un 01 01 CD L.0 La En a- Al .--i ..--1 ril 03 01 01 N M nil is-4 n Lo rn 01 CD PI 1-i NJ rn ii-i I-Ln
4.1. 1-1 I-1 •,-I 1-1 1-i .1-i ,-1 cr; K. Er; ‘cf ‘f rri rri ri rri pi Ni Ni ,-; ,-; ,-i ,-i a; co ai cci a; Jo CD CD ID VD CD LO 43 CO ID 143 ID ID CD ID VD 1.0 ID 43 IA IA IA Ln co
CO `43 ("! r.c1 t In IN Co' Sr; [in) ri Cl)
r T rc
NJ RI 14
6 6 6
a
6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6
Ln 'I-1 03 fn CO 01 CO kro. NJrr T. CO O1 In 01 01 'Cr Crl 1-1 03 r•J In co 01 01 ID 0 in vr 01 NE n sau 1--1 LA LO n vo• crs cE . 2 I-I P. MI ' C. cn u 0)j CO tx5 ‘f 6 141. • NE •-c ni Cl) to cr co ni ,-i -I cci cci Ln In In In In 4-/ V-I 1-1 C71.1=2 CD 0) 0) 0) CO N.- N N CD In Ce
CP
F
czri; E-c3. cf- 03 nil En 01 M1 Ell In N. iD N. 03CD ("Ire) r1 in Ln les L.0 - 03 I0
6 6 6 6 6 6 6 6 6 6 ,-;
rn Al CA CA CA IA M n1 m In ni in in in m in CO 01 M
O.
N P1eLII 03 N 03010 - N th 'Cl' N CO Ch 0 •-•4N es-in 03 N 03 01 OD ID 0 c0 tOiDs.ONNINNN NNNN INCOGO GO MCOGO OOCOGO
'Cl' 'Cl 'Cl 'Cl' Kr .1- er Kt. 'Cl' 'Cl 'Cl 'Cl tr 'Cl 'Cl' 1- 'Cl 'Cl' Constrained
Estimations
C
0 Li.
03 ,./D it, Cri -.-i co n to N ,,S1.1* LQ En CO 03 N. .-o N sr ry sr N Ti- to U, NN G-1 C Lo Le! to ,-I -I 0 - 1 to C) 0) co at Oi 0 .1-En ..--I 131 Ci to 5.13 N. 9-1 IN en N4 4 re; 6 N: ni Er6 1.6 ad 6 Lei od ni N: ni ni ni -cr.ni N: en 1-1 tri —i 6 rei eel En N: Exi u6 1-1-in 1-En co CI rn 1-N ni to Ni N •,-1 03 1- OD Nimmni -4n-101010 N N n n n n CO 03 03 co on Cl) a 0 ..--E -I N N rn en m en en —1 IN eV re, 0 ,-1 .-I 1-1 1-1 1-I 9-1 1-1 1-I .-I 1-1
to N tO n 03 N to rn en to on —I m 03 N 1- 1-1 N Cl) rn N N rn co Ln oo n Cri t.6 L6 r.3 ErD N EN •re E6 ni rei 6 oz.) ,-e 1.6 co 06 Lei kri
c 0 Cl) CI (N to N N IN. CO Co r..1 VD In cr en en En 1- Lin En En un to to to to to N Ot ai 0-1 0 0 co 0 0-0 ul ILA
rsk N N rsk N N rn en en Ln tO ko N N N N r, 03 co co co co co co co 03 03 en en en rn en en en en rn En en re, en en m en en en en rn m en en en en en en rn .-INNNNNNrninQ 03 N en - in in in In LO LO to N n 03 co ot en rri en en rn en en en m LO LO ui Ln Ln Ln Lin kr) Ln Ln LO 03 tO Ln Cri .-.1 CO r"-- to r1J 1. .70,$ toU) 07 07 r•-• 9-1 N 1-N 1-N. -it up Lin EN N U) to in to -1 -1 ca ,. .. .-I LO M in 03 on 6 cp 1- Lin —1 cri cp to In n ,-i N in NI M 0 N.: ni kzi it:7. cci 6 Er; co ni N: Ni ni es.I Cf ni N: en ,-i LEI ,--i 6 rei rei 6 N: co 6 CA cr 1- en cr un a) a en cr N. NJ (C) NI N. ..-1 c0 NI-CO NI rn in N -1 rn CI Cl) o N N n n N. n Go co 00 CO al 01 0 0 ,--i •,-1 Nil NI rn en cn cn 11 .- in.-i NI .N.1 P1
1-1 .-I -4-1 -4 ..-i 1-1 1-1 - p .4 .4 ,4 k4
LC) N.- N. N N N CO CO CD r \ N Li) N. a Lt enNY Ln tO tO N N. N. N. N. N CO Va ra en rn cn en en en nn m en rn en en rn en m en
In situ data
..-I ,-I ,-4 .-I ,-I v-i •,-P -.-. .,-. 0 Cs 0 0 •,-1 •,-1 0 0 0 0 0 0 0 0 .-I .-. .-i 1-1 9-1 ta I I t 9 Cf Ct Cl Cl CI Ca Cl Cl Ca C3 C3 Ci C3 C3 Ci C3 C3 CZ. Ci ...... LU 111 LLI LLI LLi ILI ILI LLI LU + + ÷+ + + + + ++ + + + + + + + + + N N in ,-I 03 in ,-I ii) 1-1- LLI Lu Lu Lu Lu LU uJ Lu IL Lu Lu uJ LU W W W W U1 Lu to .1-1 nap r, in N ID Li, n ot OD ..--1 vr en en in Cr C3 ..-i O cl-.-I en CO (N1 5D (-4! CI 'T i" N 01 ,-; ..-o 01 Ln n N 0 LO 1-1 Cl) In IN in in n rni ni ek-i rk-k eci ni ni e.-; u-i ..-; ek-; ksi oi .4 .4 oi 0,5 r--: n: (xi pi cf.; 6 .-i —i .-i ,-i —i a u
7 in Ln in in in En En in in In Cr 1-1-I-I-1-1- tt I-I- •tl-Tr 4 V Tr I' cr II? 9 9 4 9 9 9 9 ii) 9 9 ii) 9 9 9 9 ii)9 9 ii) 9 9 9 9 999 C) ...... LU LU w Lu w w w w Lu Lu Lu Lu w w w w tu w w tu tu w w u.i it, w w ELI e ED en en Cl) n n en rn N 07 kr1 to en CO N N in N in o en 1-1-n r1 CO LID Gri rl rn LI Ll '0" P.) O.El 1-1 r‘l .-I .1.1 Ci N ,,-p LO ,ri CO CO al O ..-1 rn Ln 01 LN to C3
4.I I-I .-1 1-1 •-I g-i 1-1 1-1 ,-1 rj 6 ,-i rJ pi cri rri ni ni ,-1 ,-i ,-1 ni eV ni ni ni re; rri V' .0
1.41 O to Li) 1/1 O OOOOOO U3 O O 5.13 LO to O tO O
en in to N rn v-+ en C1 N. N. t"..a 1-1 in in 1- co .3 in in Ln eV e".4 1'41 SNJ Crl fn en en en 4- kn Lo n co CO 03 co co co 6 N.: C' 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 ez) ez) ez) , , ,t-,c, to ,,, , ,,, , CO ,:..2, , ..-. N. nNco,-in403 to cf- Nain -ito in 6 6 ni n n ,-1 ni Ex! EN EN EN n 6 in to al -1 co t.0 03 C cd 5.0 O Ni rci ni 6 0 r:• LO 6 eic'PI "InC71;P lyi p`1: Lci DO ni Nf t.ci N: oi ,-i Eri 6 rni AT tn 40 to LD to LD N Go 0 m 1- to LD 49 to tD N. n N N. n 03 GO 00 Cr) ,--1 ,--4 .-I tr
',11 7,1 fr;',-1 to 00 ( i;'j r f,1 P:
ni IN en ni
enmeornrn
(C, rn CA Tr
kic, ts) 1"... OD (.6 01
r‘i C‘i 0-; Men eel en re; en en re; re; re; en en en ii en en rn en en en rn en en rn en en en en m
0. ct
o ,-1 ri in et in co n co a 0 N th tr to 1".. CO 0) 0- N q' a 0)0% a al a oncI) al 0) a00o0000 to Ri• er er er IA Lel in in in in lb u.) 111 11.1 Le5 LA WI LO 0 0
(.1 -
c
Ln ni L11 ry LD to en 0 en NJ m up NJ en • N. N. CO 01 LO NJ ▪ Ui •-o co - m en 01 -1 01 • N. 01 - kr) m a) co ta-to Tr Ln m 141 al N.cri C.4 oi 6 1: 6 en is3 - 6 -I rri • rei T6 To Tr in in Tr Tr en rn n▪ i 6 co in ▪ LK, • in in tO N▪ - . 03 01 01 03 •Lr rn m en en en m en -p m en en iN Ni N.1 NJ NJ Ni rti NI NJ M1.1 NJ NJ ri 0 ni 6 - cci en en m NJ NJ NJ iri en It) Lip (.0 N. N. N N. N. L.0 ID C3 C▪ 11 en •N L7,01 en. L73 ▪ N en ID NJ 01 0 0 CD 0 LD 0 CD CD rl - CZ1 CD CD Cl Cl CD 0 0 0 rl 0 01 01 01 CO CO ON 01 01 01 131 01 at al Cl Cl Cl 01 Cl cn Cl Cl 01 Cl co uP co co 03 N N. N. N enenrn enmenrnm merimrn menenrn enerim enerienrnm men en en C3 rl 1-1 NJ NJ NJ en en PI en m en 1,1 NI rl 1-1 Ci 01 CO N. 1.0 VD 0 %.0 LO L Dto to LO to (23 LO LO LO 10 10 LO tO 113 10 LO tO to to 10 LCI in UI Ln LArl in in in UI Ni Ln NJ to to m to en r(i en to (.4 en N N CO C0 10 N Ln ••-o CO ••-o en ▪ rn o v- al in P1 CO CO 1-LO Tr in m a. N. ci oi 6 - 03 i6 • 05 LJ1 to 03 rl 4-1 ▪ NJ In in Tr • m NJ 6 CO LO Ln UI LO (.0 N. CO Cl 01 CO 1- men en m corn en In en NI
• - 1.21
NJ NJ NJ NJ
1-‘1
.511 3 •crI q. 0 01 01 CO 01 01 tO CO CO N ILL 01. in Tr .7- In rn 10 rn In en en en rn en en en rn ,-I .-I .-I rl rl ,-I .-I .-I .-I v-I ..-1 -.-1 .-I ,-I rl rl ,-I .-I .-I rl rl ,-I .-I .-I ..". Sri C3 C1 C3 C3 tD CI C3 C3 C3 0 C3 C3 Cli GI C3 C3 C:f Ci C3 C3 C3 C3 C3 C3 CI- C3- Cl- . C3 ....., ++ + + ++ ÷+ ++ ÷ ÷+ + + ÷ + + ÷ ÷+ + ÷+ ++ + ÷
ri LU LU LU u_i LU LU LU LU L1.1 LU LU UJ LU L1.1 UJ LU LLI LU L1.1 L.I.1 LU L1.1 L11 LU LLI ILI LU 1.11 it It co NI NJ en To CO 03 rl 0 GO 01 CD CI 0 0 rl en 1
0 CO +71 03 NJ NI en ri r4 Ln cn 0•1 N 1' 0 L.0 to to CL 01 00 c0 q (-4 M Cri N. Tr Tr ra cr! L0 .1- NJ NJ 01 L.f3 CO ri ri IN Ni Ni ni ni IN ni Ni IN ni M en M IN Ni Ni IN ni . . a
..._... c,- .„,- It ,„- .„- .,,,- .„- It .,,,- „- ,„- ,,- „,- „,- ,,,- ,, .,,,- .ci- It ,,,- „- It It It , , , , ...., til 9999999999999999999999999999
LU LU LU LU LU LU LU LU U1 UJ L1.1 LU LU LU UJ U1 LU LU LU LU LU LU LU LU LU LIJ 1.11 11-1 LU N It 1-1 CO 0 Lrl LO Cri N en up -1 LO LO CO NJ in C3 tri N. 0% Ln 03 L.0 to NJ rl CO en to h 10 N. N. 0 ill q in ir! 03 N.1 CO ri N N. .--1 .-1 It N 01 rn 0 ro in rn N It TI' (rf tri Lro To u:i is) tri N: N: ai r: %xi TO' tei Lei TI rei pi rri rei eri Tf ui .0 L.0 LID L.0 0 L.C3 %.13 0 L.0 ND %.0 LS3 LO to L.S3 UI LO 0 0 L.0 LO %.0 t.C3 LO L.13 L.13 L.13 L.C3 L.0 to OD CO r.I ri 03 rI 03 in to LO rei 00 111 rn .-o Ni rLi It-Ln 00 4-p It N 03 N. NJ en h h 6 CO CO CON. N N. N. N. up Ta up To up To To in up N N. 6 To Ul. In 10- C3 C. Ci Ci 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 II B a
ea
1:1
3 N. CO ul -I Cl N. It h 10 NI 01 It f‘E N. ri 1-1 It CO L.0 It r1 It rl It In NJ 01 1,.. .1.1 co Go 01 N. CO 4-4 Lri N'I In in N It In 0 01 0 NJ 01 Cl 0 V NJ Tr 43 CT) %II C ai 113 M Lri .-i tri Lri Ti• t.c5 r: 6 T1 ....1 03 r.-i M Lri -I ni a ni Ni 6 Lri ni ti:i oi N: M M Eli c II Cl 6 6 CD CI 0 0 rl rl NJ rl rl rl rl NJ rl 4-4 CD CD CD Cl 01 CO N. N N. N. N. - NI NI N N N N N r4 NJ NJ NJ NJ NI NJ Ni NI (-+ ..,-( .-4 (-4 Tf +-4 .- 1-1 u
Cr
N.1 L13 It Cl N. In Cl h 01 10 CO NJ CO to It CO It NJ rl Ln rn N Ln m 00 LO N 03 CI ID (-4 rl NJ (0 rn It LD N N.03 01 01 C) -INJ r4 r.-) 11-'In Ln 1.0 Lri 0: It It It It V. V V Cr,V V Cr V V Tr in ui Lei in. in en Lei en en en en en en en rn en rn en en rn en m en en en m m en en en CO Ch 0 Nil It Lb VD IN CO 010 L.-I N Fl 'LT La L0 N CO 01 1-1 N Fl It 111 N NJ N NJ N N N N NJ N en el en in Cl el el Cl It It It It •er It Lel IA Les UI UI ite LA LA Lel ill Lel Lel ul Les IA UI Let Ili Lel Lel UI Lel LA Les Lel Lei Let Lb NJ en 1-1 01 N. ILl Ln 1-1 N L-1 01 LO L.D 03 ri CLI CO en I-1 NI ,r1 N - co to ro UI L.C1 'Cl" ri CI in N. ri in tri eq Tr To Ni - up rni 14) rri • n' co (.0 6 6 cri iXi Lei ni 6 co ko
Estimations
r.
0. BQQFOEJY!D
31176.12!
Bqsjm!33-!3133!
BQQFOEJY!D!
TMPQF!TUBCJMJUZ!BOBMZTJT!BOE!TIFBS!TUSFOHUI!EFTJHO!QBSBNFUFST! Uif!tmpqf!tubcjmjuz!bobmztjt!qsftfoufe!jo!uijt!bqqfoejy!xbt!qfsgpsnfe!vtjoh!uif!dpnqvufs!qsphsbnt! HTUBCM8-!xijdi!xbt!efwfmpqfe!bu!Qvsevf!Vojwfstjuz/!Uijt!qsphsbn!vujmj{ft!b!uxp.ejnfotjpobm! mjnju!frvjmjcsjvn!nfuipe!up!tpmwf!tmpqf!tubcjmjuz!qspcmfnt/!Uif!nfuipet!fnqmpzfe!jo!uijt!qsphsbn! jodmvef!uif!Npejgjfe!Cjtipq!Nfuipe-!xijdi!qfsnjut!djsdvmbs!bsd!gbjmvsf!tvsgbdft-!boe!uif! Tjnqmjgjfe!Kbocv!Nfuipe-!xijdi!bmmpxt!gbjmvsf!tvsgbdft!pg!hfofsbm!tibqf!)djsdvmbs!bsd!boe! opodjsdvmbs*/!!Uif!Tjnqmjgjfe!Kbocv!Nfuipe!qspwjeft!b!tpmvujpo!uibu!tbujtgjft!uif!gpsdf!frvjmjcsjvn/ Tvnnbsz!pg!Tifbs!Tusfohui!Qbsbnfufst
Uif!tpjm!tusfohui!qbsbnfufst!vujmj{fe!jo!pvs!tmpqf!tubcjmjuz!bobmztjt!gps!tubujd!boe!qtfvep.tubujd! dpoejujpot!bsf!mjtufe!jo!uif!gpmmpxjoh!ubcmf!gps!uif!bttpdjbufe!fbsui!vojut/!Tifbs!tusfohuit!vtfe!gps! qtfveptubujd!bobmztjt!bsf!31!qfsdfou!ijhifs!uibo!uif!eftjho!tubujd!tusfohui!jo!psefs!up!fnvmbuf!uif! qfbl!tusfohui!qbsbnfufst/!Uif!tusfohui!qbsbnfufst!gps!bmmvwjbm!tpjmt!bgufs!mjrvfgbdujpo!bsf!cbtfe!po! ejtdvttjpot!jo!sftqpotf!up!Dpnnfou!2!pg!uif!sfqpsu/!
Eftjho!Tpjm!Tusfohui!Qbsbnfufst!
Tubujd! Qtfvep!Tubujd!
GsjdujpoGsjdujpo! Dpiftjpo! Dpiftjpo! Fbsui!Voju! Bohmf! Bohmf! qtg*!) qtg* efhsfft*!) efhsfft*!
Bsujgjdjbm!Gjmm! 39! 361! 39! 411!
Bmmvwjvn! 43! 61! 43! 71!
Dpbstf!Hsbjofe!Bmmvwjvn!bgufs!Mjrvfgbdujpo1! 711!..!..! Gjof!Hsbjofe!Bmmvwjvn!bgufs!Mjrvfgbdujpo! 1! 3:1!..!..! 0 0
0 CO
0 0 0 0
CO CO C‘i
0 :\2020\20065-01 anaheim vibeLstedll -1\1-1 e resp.pit 0 —
—CD
cl
0 0
0 N
r‘i
—Co
e••
0 —N ‘0.
—o
0 —
0 CO
0 CO
0 "Zr
0 0
CO
0 CO
SafetyFactorsAreCalculated ByThe Simplified Janbu Method forthe caseof c& phi both > 0 0 a
4 5 1 I°
r • 'c''
1 C1D
—
.r.- RI t--
—
_
_
_
—
,—
—
—
_
_
_
I
I
Load Value
Peak(A) 0.660(g) kh Coef.0.180(g)<
1 ...—
1*
0) Cr) CP 03 a) al 0.7 C) 07 • :
01 CO.01.Cl CO el VI CO el •
.{.^. •
03 -0 U 73 ID 6.- OLC --
I .31 0
met
0 Q;\]3131\]31176.12!Bobifjn!Wjcf\]TUFE\]2.2(\]2.2(!f!sftq/PVU!!Qbhf!2 HTUBCM8!!+++
HTUBCM8!cz!Es/!Hbssz!I/!Hsfhpsz-!Qi/E/-Q/F/-E/HF!++
Bmm!Sjhiut!Sftfswfe.Vobvuipsj{ fe!Vtf!Qspijcjufe*
TMPQF!TUBCJMJUZ!BOBMZTJT!TZTUFN
Npejgjfe!Cjtipq-!Tjnqmjgjfe!Kbocv-!ps!HMF!Nfuipe!pg!Tmjdft/ Jodmveft!Tqfodfs!'!Npshfotufso.Qsjdf!Uzqf!Bobmztjt*
Jodmvejoh!Qjfs0Qjmf-!Sfjogpsdfnfou-! Tpjm!Objm-!UjfcbdlOpomjofbs!Voesbjofe!Tifbs!Tusfohui-!Dvswfe!Qij!FowfmpqfBojtpuspqjd!Tpjm-!Gjcfs.Sfjogpsdfe!Tpjm-!Cpvoebsz!Mpbet-!Xbufs Tvsgbdft-!Qtfvep.Tubujd!'!Ofxnbsl!Fbsuirvblf-!boe!Bqqmjfe!Gpsdft/ Bobmztjt!Svo!Ebuf;!!!!!!!!502903133
Ujnf!pg!Svo;!!!!!!!!!!!!!! 14;55QN
Svo!Cz;!!!!!!!!!!!!!!!!!!!Vtfsobnf
Joqvu!Ebub!Gjmfobnf;!!!!!!Q;\]3131\]31176.12!Bobifjn!Wjcf\]TUFE\]2.2(\]2.2(!f!sftq/jo Pvuqvu!Gjmfobnf;!!!!!!!!!! Q;\]3131\]31176.12!Bobifjn!Wjcf\]TUFE\]2.2(\]2.2(!f!sftq/PVU Voju!Tztufn;!!!!!!!!!!!!!!Fohmjti
Qmpuufe!Pvuqvu!Gjmfobnf;!!Q;\]3131\]31176.12!Bobifjn!Wjcf\]TUFE\]2.2(\]2.2(!f!sftq/QMU QSPCMFN!EFTDSJQUJPO;!! BSFQ!PD!Wjcf!2.2(!.!Qtfveptubujd Vqqfs!Dmbz
CPVOEBSZ!DPPSEJOBUFT
6!Upq!!!Cpvoebsjft
23!Upubm!Cpvoebsjft
Cpvoebsz!!!!! Y.Mfgu!!!!!Z.Mfgu!!!!Y.Sjhiu!!!!Z.Sjhiu!!!!Tpjm!Uzqf Op/!!!!!!!!)gu*!!!!!!!)gu*!!!!!!!)gu*!!!!!!!)gu*!!!!!Cfmpx!Coe 2!!!!!!!!!!1/11!!!!!261/11!!!!!!64/11!!!!!261/11!!!!!!!!2 3!!!!!!!!!64/11!!!!!261/11!!!!!!78/11!!!!!267/11!!!!!!!!2 4!!!!!!!!!78/11!!!!!267/11!!!!!!:5/11!!!!!279/11!!!!!!!!3 5!!!!!!!!!: 5/11!!!!!279/11!!!!!253/11!!!!!279/11!!!!!!!!3 6!!!!!!!!253/11!!!!!279/11!!!!!331/11!!!!!279/11!!!!!!!!3 7!!!!!!!!!78/11!!!!!267/11!!!!!279/11!!!!!261/11!!!!!!!!2 8!!!!!!!!279/11!!!!!261/11!!!!!286/11!!!!!256/11!!!!!!!!2 9!!!!!!!!285/11!!!!!256/11!!!!!331/11!!!!!256/11!!!!!!!!2 1/11!!!!!255/11!!!!!331/11!!!!!255/11!!!!!!!!4
21!!!!!!!!!!1/11!!!!!24:/11!!!!!331/11!!!!!24:/11!!!!!!!!2 22!!!!!!!!!!1/11!!!!!236/11!!!!!331/11!!!!!236/11!!!!!!!!4 23!!!!!!!!!!1/11!!!!!228/11!!!!!331/11!!!!!227/11!!!!!!!!2 Vtfs!Tqfdjgjfe!Z.Psjhjo!>!!!!!!!!91/11)gu*
Efgbvmu!Y.Qmvt!Wbmvf!>!1/11)gu*
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JTPUSPQJD!TPJM!QBSBNFUFST
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I i I I I I 1 # FS Sol i Soil Total Saturated CohesionFrictionPorePressurePiez. a 1.37 Desc. Type Unit Wt, Unit Wt. Intercept Angle Pressure Constant Surface b 1.37 No, (pcf) (pc f) (psi) (deg) Param. (psi) No. c 1.37 Qa1 Sa1 120.0 120.0 60.0 32.0 0.00 0.0 WI d 1.37 Af 2 120.0 120,0 300,0 28,0 0.00 0.0 W1 e 1.37 Qa1c1 3 120.0 120.0 290,0 0.0 0.00 0.0 W1 f 1.37 Qa1Sa 4 120.0 120.0 600.0 0.0 0.00 0.0 0 1 r- T
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21!!!!!!!!!64/11!!!!!261/11!!!!!216/11!!!!!256/11!!!!!!!!5 22!!!!!!!!216/11!!!!!256/11!!!!!331/11!!!!!256/11!!!!!!!!4 23!!!!!!!!!!1/11!!!!!255/11!!!!!331/11!!!!!255/11!!!!!!!!4 24!!!!!!!!!!1/11!!!!!24:/11!!!!!331/11!!!!!24:/11!!!!!!!!5 25!!!!!!!!!!1/11!!!!!236/11!!!!!331/11!!!!!236/11!!!!!!!!4 26!!!!!!!!!!1/11!!!!!228/11!!!!!331/11!!!!!227/11!!!!!!!!2 Vtfs!Tqfdjgjfe!Z.Psjhjo!>!!!!!!!!91/11)gu*
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Thispageintentionally leftblank.
GHGEMISSIONS
MEMORANDUM
To: AddieFarrell, Principal, PlaceWorks
From: SharonToland, ProjectManager, Harris & Associates RE: Comparison ofOCVIBEMaster SitePlanAmendment No. 1toOCVIBEAddendum No. 11Components – Greenhouse GasEmissions Impacts
Date: September 18, 2024
CC: WilliamHalligan, Esq. SeniorDirector/SeniorEnvironmental Counsel, ElizabethKim, SeniorProject Manager, Harris & Associates
Att: 1, CaliforniaEmissionsEstimatorModelOutput
The2010FinalSubsequent Environmental ImpactReport (FSEIRNo. 339) fortheRevisedPlatinumTriangle ExpansionProject (PTExpansionProject) wascertifiedinOctober2010 (SCHNo. 2004121045) (CityofAnaheim 2010). InAugust2022,theAddendum No. 11totheFSEIRNo. 339wasapproved (Addendum No. 11)forthe implementation oftheOCVIBEMaster SitePlan (MSP) andassociated actions (OCVIBEProject). TheOCVIBE Projectincluded amendments totheCityofAnaheimGeneralPlan, PlatinumTriangleMasterLandUsePlan PTMLUP), andZoningCodetoaccommodate entertainment, retail, dining, recreational, office, hotel, and residential useswithintheAnaheimRegionalTransportation Intermodal Center (ARTIC) District, KatellaDistrict, ArenaDistrict, andOfficeDistrictofthePTMLUP.
Theterm “ApprovedProject” referstothePTExpansionProjectanalyzed byFSEIRNo. 339andsubsequent modifiedprojectsanalyzed by11adoptedaddenda, includingAddendum No. 11fortheOCVIBEProject. When referringtotheprojectanalyzedinFSEIRNo. 339, theterm “PTExpansionProject” isused, andwhenreferringto theprojectanalyzedinAddendum No. 11, theterm “OCVIBEProject” isused.
Asdescribed below, Amendment No. 1totheapprovedOCVIBEProjectwould allowforthedemolition ofthe existingArenaCorporateCenter(ACC), construction ofupto750additionalresidential units, includingaffordable units, withadensitybonusandupto325,000squarefeetofofficespacein ArenaDistrictSub-AreasD1andD2, removalofthepreviouslyapprovedpedestrian bridgefromParkingDeckCacrossSouthDouglassRoad, removal oftheapprovedMeadow Amphitheater, anddedicationofadditional publicparkspace (Amendment No. 1or ModifiedProject).
Thepurposeofthismemorandum istocomparetheModifiedProjecttothePTExpansion Projectandthe approvedOCVIBEProjecttodetermine ifthepotential greenhouse gas (GHG) emissionsimpacts oftheModified Projectare adequately addressed inFSEIRNo. 339andAddendum No. 11. Thismemorandum summarizes the GHGemissions impactsincludedinAddendum No. 11andprovidesacomparison tothepotentialimpactsofthe ModifiedProjectfor eachissueaddressed inSection5.8, GHGEmissions, ofFSEIRNo. 339andAddendum No. 11. 1 ProjectDescription
TheProjectSiteassociatedwithAmendment No. 1islimitedtoArenaDistrictSub-AreasD1andD2, totaling29.9 acres, andtheMeadow ParkandPorchinTransitDistrictSub-AreaB, totaling4.88acres. Amendment No. 1would requirechanges totheapprovedOCVIBE Projectdevelopment intensities thatwouldallowforarangeofoptions forofficeandresidential development intheArenaDistrictSub-AreasD1andD2. Threeoptionsareproposed, as described below. Alloptionswouldincludedemolition oftheexistingACC.
Theproposed residentialprogramwithinArenaDistrictSub-AreaD2consistsofsixbuildings totalingupto2,250 residential units. Buildings1through5areproposed tobeinapodiumconfiguration withsevenstoriesabove gradeandonebasement levelgarage. Theunitswouldincludestudio, one-, andtwo-bedroomresidences. The approveddevelopment intensities andarangeofproposed intensitiesareshowninTable1, PlatinumTriangle Development Intensities (ApprovedOCVIBEProjectandModifiedProject), andtheproposed threeoptionsare showninTable2,ModifiedProject: ArenaDistrictSub-AreaD2Development Options. AsshowninTable2, the totaldwellingunitswouldrangefrom1,960to2,250, totalofficesquarefeetwouldrangefromzeroto325,000 squarefeet, andretailsquarefootageunderallthreeoptionswouldbethesame15,000squarefeetproposed in Addendum No. 11. Options1and3wouldincludeofficeusesinBuilding6aseitheramixeduseconfiguration of 100,000squarefeetofofficeusesand290dwellingunits, orasadedicated officeuseofapproximately 325,000 squarefeet, respectively. Ineithercase, thebuildingheightwouldbeapproximately 240feet. Option2wouldnot includeofficeuseinArenaDistrictSub-AreaD2, andiftheApplicant electstoprovidemid-riseresidentialunits ratherthanahigh-risebuilding, thefootprintofBuildings5and6wouldbecombined intoonepodium construction residential buildingwith575dwellingunits. Inthisscenario, therewouldbenohigh-rise/officeuse inArenaDistrictSub-AreaD2. Itshouldbenotedthatdevelopment ofBuildings1, 2, and3isinsubstantial conformance withtheapprovedOCVIBEProject, andamendments totheapprovedOCVIBEProjectarerequired fordemolition oftheexistingACCofficebuildingsandconstruction ofBuildings4, 5, and6.
Table1. PlatinumTriangleDevelopment Intensities (ApprovedOCVIBE Projectand ModifiedProject) GeneralPlanLandUse NetChangeResultingfrom NewPTMLUPTotalwith DesignationApproved OCVIBEProjectModifiedProject ModifiedProject Mixed-UseUrbanCore
Residential17, 8401DU636 DU18,476DU2
Commercial 6,195,019SF0 6,195,019SF
Office7,791,802SF( 384,375SFto609,375SF) 7,182,427SF 32to7,407,427SF Institutional250, 000SF0 250,000SF
Office – HighandLow3,867,536SF0 3,867,536SF
Notes: DU = dwelling unit;PTMLUP = Platinum Triangle Master Land UsePlan;SF = square feet 1 FSEIR No. 339analyzed upto18,909dwelling unitsin thePlatinum Triangle. 2 The18,476dwelling unit development intensity (inclusive of1,920DUintheArena District) reflects thebasedensity of100DU/acreon
19.20-acres ofArea District Sub-Area D2thatwould beidentified forresidential uses. TheApplicant proposes toprovide aminimum of 5percentof thenumber ofbaseunits tobeaffordable toverylow-incomehouseholds ( 96DU), authorizing theApplicant toincrease theProject density byamaximum of20percent(384bonus DUor2,304totalDU). Withthedensity bonus, theApplicant isproposing arangeof1,960Duto2,250DU, within theallowable density pursuant totheState Density Bonus Law. 2 Table2. ModifiedProject: ArenaDistrictSub-AreaD2Development Options OptionDwelling UnitsOffice 1 SquareFeet RetailSquareFeet Option 1 – High-Rise Mixed Use/Office2, 2250100,000 15,000 Option 2 – Residential Podium2, 31750 15,000
Option 3 – Office Tower1,960325, 4000 15,000
1 Theproposed dwelling units reflect thebasedensity of100DU/acreon19.20-acres ofArea District Sub-Area D2thatwould be identified forresidential uses. TheApplicant proposes toprovide aminimum of5percentof thenumber ofbaseunits tobeaffordable tovery low-incomehouseholds ( 96DU), authorizing theApplicant toincrease theProject density byamaximum of20percent ( 384 bonus DUor2,304total DU). Withthedensity bonus, theApplicant isproposing arangeof1,960DUto2,250 DU, withintheallowable density pursuant totheState Density Bonus Law.
2Option 1would include upto750additional dwelling units andreduce officesquare footage by609,375square feet. 3Option 2would include upto675additional dwelling units andreduce officesquare footage by709,375square feet. 4Option 3would include upto460additional dwelling units andreduce officesquare footage by384,375square feet.
Inalloptions, theMeadowAmphitheater inTransitDistrictSub-AreaBwouldnotbedeveloped andwouldbe replacedwithanexpansion ofMeadowPark. Additionally, theModified Projectwouldshifttheconstruction of MeadowParkandthepedestrian bridgeoverKatellaAvenuefromPhase2toPhase3andtheWellnessParkwould bereplacedwithaproposedNeighborhood ParkinArenaDistrictSub-AreaD1. Proposedpedestrian circulation wouldbemodifiedcompared toAddendumNo.11toprovideinternalcirculation withinMeadowParkthat integrateswiththeproposedOCRiverwalk projectinitiatedbytheCityofAnaheimand provideinternalcirculation withintheArenaDistrictSub-AreasD1andD2thatintegrateswiththepedestrian networkontheapproved public andprivatestreetsandmaximizes residential.Theproposed elevated pedestrianbridgefromParkingDeckC acrossDouglassRoadwasintendedtofacilitategradeseparatedaccessbetweentheexistingACCandproposed SignatureOfficeBuildingandofficetenantparkinginParkingDeckC. Shouldofficeusesbeconstructed onthe eastsideofSouthDouglassRoadwithcorresponding parkingonthewestsideofSouthDouglassRoad, office tenantsinAreanaDistrictSub-AreaDwouldcrossSouthDouglassRoadatStanleyCupWayatgrade, unlessan additional pedestrian crossing, eitheratgradeorraised, isoperationally warranted. Additionally, theRideshare Programasproposed inAddendum No.11wouldberevisedtoreflecttheremovaloftheproposed rideshare accessatWellnessParkandreplacedwithrideshare accessattheendofthecul-de-saconPrivateDriveA. This wouldprovideadesignated pick-upanddrop-offlocationforresidents andvisitorstotheNeighborhood District andPark. Amobilityhubwithcomfortable waitingareas, bikeshare, andothermobilityfeatureswouldbe provided asanamenity.
Environmental Analysis
Addendum No. 11Issue5.8.2(a): Generate greenhouse gasemissions, eitherdirectly or indirectly, thatmayhaveasignificant impact ontheenvironment Summary ofAddendumNo. 11Impacts
TheOCVIBEProject wouldcontribute toglobalclimatechangethroughdirectGHGemissions fromon-sitearea sources, off-siteenergyproduction required foron-siteactivitiesandwateruse, andvehicletrips. Construction andoperational emissions fortheOCVIBEProjectwere modeled usingtheCaliforniaEmissionsEstimator Model CalEEMod), Version2020.4.0. Average annualconstruction emissionswerecalculatedtobe2,295metrictons carbondioxideequivalent (MTCOe), 2 andtotaloperational emissions, including annualconstruction, were calculated tobe83,423MT22COe. Emissions werebelowthe157,288MTCOeannualemissions estimated forthe PTMLUPareadevelopment inFSEIRNo. 339without theOCVIBEProject. However, becauseAddendumNo. 11 wouldincreaseemissions compared toexistingconditions, thisimpactwasdetermined tobesignificant.
Implementation ofFSEIRNo. 339Mitigation Measures(MMs) 2-3; 10-18through10-20pertaining tosolidwaste; 2-5, 9-1, 9-2, and9-14through9-16pertaining totransportation; 2-6, 10-21, 10-22, and10-24pertaining toenergy efficiency; and10-7, 10-9, and10-12through10-14pertaining towaterconservation andefficiencywere 3 identified forAddendum No. 11toreduce GHGemissions impacts. However, GHGemissions impactswould continuetobesignificant andunavoidable.
Mitigation Measures
Thefollowingmitigation measures fromFSEIRNo. 339wereidentifiedinMitigation MonitoringProgram (MMP) No. 383forAddendum No. 11.
SolidWasteMeasures
MM2-3: Priortoapprovalofeachgradingplan (forImport/ExportPlan) andpriortoissuanceofdemolition permits (forDemolitionPlans), thepropertyowner/developer shallsubmitDemolition and Import/ExportPlansdetailingconstruction anddemolition (C&D) recyclingandwastereduction measures tobeimplemented torecoverC&Dmaterials. Theseplansshallincludeidentification of off-sitelocations formaterialsexportfromtheprojectandoptionsfordisposalofexcessmaterial.
Theseoptionsmayincluderecyclingofmaterials on-siteortoanadjacentsite, saletoasoilbroker orcontractor, saletoaprojectinthevicinityortransporttoanenvironmentally clearedlandfill, withattemptsmadetomoveitwithinOrangeCounty. Thepropertyowner/developer shalloffer recyclable buildingmaterials, suchasasphaltorconcreteforsaleorremovalbyprivatefirmsor publicagencies foruseinconstruction ofotherprojectsifnotallcanbereusedattheprojectsite.
MM10-18: Priortothefinalbuildingandzoninginspections ofeachdevelopment, theproperty owner/developer shallsubmitprojectplanstotheStreetsandSanitation DivisionofthePublic WorksDepartment forreviewandapprovaltoensurethattheplanscomplywithAB939, SB1383 relatedtoreducingorganicwasteinlandfill, andtheSolidWasteReductionActof1989, andthe CountyofOrangeandCityofAnaheim IntegratedWasteManagement Plansasadministered by theCityofAnaheim. Implementation ofsaidplanshallcommence uponoccupancy andshall remaininfulleffectasrequiredbytheStreetandSanitation Divisionandmayinclude, atits discretion, thefollowingplancomponents:
Detailingthelocationsanddesignofon-siterecyclingfacilities.
Participating intheCityofAnaheim’s “RecycleAnaheim” programorothersubstitute programasmaybedeveloped bytheCityorgoverning agency.
Facilitating cardboard recycling (especially inretailareas) byprovidingadequate spaceand centralized locations forcollection andbailing.
Providing trashcompactors fornonrecyclable materialswheneverfeasibletoreducethetotal volumeofsolidwasteandnumberoftripsrequiredforcollection.
Providing on-siterecyclingreceptacles accessible tothepublictoencourage recycling forall businesses, employees, andpatronswherefeasible.
Prohibiting curbsidepick-up.
Ensuringhazardous materialsdisposalcomplieswithfederal, state, andcityregulations.
MM10-19: Ongoingduringprojectoperations, thefollowing practicesshallbeimplemented, asfeasible, by theproperty owner/developer:
Usageofrecycledpaperproducts forstationery, letterhead, andpackaging.
Recoveryofmaterials, suchasaluminum andcardboard.
Collection ofofficepaperforrecycling.
Collection ofglass, plastics, kitchengrease, laserprintertonercartridges, oil, batteries,andscrap metalforrecyclingorrecovery.
MM10-20: Priortotheapprovalofeachgradingplan (forimport/exportplan) andpriortoissuanceof demolition permits (fordemolitionplans), thepropertyowner/developer shallsubmita Demolition andImport/ExportPlans, ifdetermined tobenecessarybythePublicWorks Department, TrafficEngineering Division, and /orStreetandSanitationDivision. Theplansshall 4 includeidentification ofoff-sitelocations formaterialexportfromtheprojectandoptionsfor disposalofexcessmaterial. Theseoptionsmayincluderecyclingofmaterialson-site, saletoa brokerorcontractor, saletoaprojectinthevicinityortransporttoanenvironmentally cleared landfill, withattemptsmadetomoveitwithinOrangeCounty. Thepropertyowner/developer shallofferrecyclable buildingmaterials, suchasasphaltorconcreteforsaleorremovalbyprivate firmsorpublicagencies foruseinconstruction ofotherprojects, ifallcannotbereusedonthe projectsite.
Transportation andMotorVehicleMeasures
MM2-5: Inaccordance withthetimingrequiredbytheTrafficandTransportation Manager, butnolater thanpriortothefirstfinalBuildingandZoninginspection, thepropertyowner/developer shall implementthefollowing measures toreducelong-termoperationalCO\[carbonmonoxide\], NOx oxidesofnitrogen\], ROG\[reactiveorganicgas\], andPM\[ 10 particulate matterlessthan10microns indiameter\] emissions:
Trafficlaneimprovements andsignalization asoutlinedinthePlatinumTriangleMasterLand Use PlanDraftTrafficStudyReportbyParsonsBrinckerhoff, August2010,andMasterPlanofArterial Highways shallbeimplemented asrequiredby theTrafficandTransportation Manager.
Thepropertyowner/contractorshallplacebusbenchesand/orsheltersasrequiredbytheTraffic andTransportation Manageratlocationsalonganysitefrontageroutesasneeded.
MM9-1: Priortotheissuanceofthefirstbuildingpermit, foreachbuildingwithcommercial,office, and/or institutional uses, thepropertyowners/developer shallrecordacovenant ontheproperty requiringthatongoing duringprojectimplementation, thepropertyowner/developer shall implement andadministeracomprehensive Transportation DemandManagement (TDM) programforallemployees. Theformofthecovenant shallbeapprovedbytheCityAttorney’s Officeand proofofcompliancewiththisrequirement shallbethesubmittalofacopyofthe recordedcovenanttotheCityTrafficEngineer. ObjectivesoftheTDMprogram shallbe:
Increaseridesharing anduseofalternative transportation modesbyguests.
Provideamenuofcommute alternatives foremployees toreduceproject-generatedtrips.
Conductanannualcommuter surveytoascertaintripgeneration, triporigin, andAverage VehicleRidership.
MM9-2: Priortotheissuanceofthefirstbuildingpermitforeachbuildingwithcommercial, office, or institutional uses, thepropertyowner/developer shallprovidetotheCityTrafficEngineerfor reviewandapprovalamenuofTransportation DemandManagement (TDM) programstrategies andelements forbothexistingandfutureemployees’ commute options, toinclude, butnotbe limitedto, thelistbelow. Thepropertyowner/developer shallalsorecordacovenant onthe property requiringthattheapprovedTDMstrategies andelementsbeimplemented ongoing duringprojectoperation. Theformofthecovenant shallbeapproved bytheCityAttorney’sOffice priortorecordationand proofofcompliance withthisrequirement shallbethesubmittalofa copyoftherecordedcovenant totheCityTrafficEngineer.
On-siteservices. Provide, asfeasibleandpermitted, on-siteservicessuch asthefood, retail, andotherservices.
Ridesharing. Developacommuterlistingofallemployee members forthepurpose of providinga “matching” ofemployees withotheremployees wholiveinthesamegeographic areasandwhocouldrideshare.
Vanpooling. Develop acommuterlistingofallemployees forthepurpose ofmatchingnumbers of employees wholiveingeographic proximity tooneanotherandcouldcomprise avanpoolor participate intheexistingvanpoolprograms.
5 TransitPass. SouthernCaliforniaRapidTransitDistrictandOrangeCountyTransportation Authority (includingcommute rail) passesbepromoted throughfinancialassistanceand onsitesalestoencourage employees tousethevarioustransitandbusservicesfrom throughout theregion.
ShuttleService. Acommuterlistingofallemployees livinginproximity totheprojectbe generated, andalocalshuttleprogramofferedtoencourage employees totraveltoworkby meansotherthantheautomobile.
Bicycling. ABicyclingProgrambedeveloped toofferabicycling alternative toemployees.
Securebicycleracks, lockers, andshowersbeprovided aspartofthisprogram, Mapsofbicycle routesthroughout theareabeprovidedtoinformpotentialbicyclistsoftheseoptions.
Guaranteed RideHomeProgram. Aprogramtoprovideemployees whorideshare, oruse transitorothermeansofcommuting towork, withaprearranged ridehomeinataxi, rental car, shuttle, orothervehicle, intheeventofemergencies duringtheworkshift.
TargetReduction ofLongestCommuteTrip. Anincentiveprogramforridesharing andother alternative transportation modestoputhighestpriorityonreduction oflongestemployee commute trips.
WorkShifts. Staggerworkshifts.
CompressedWorkWeek. Developa “compressed workweek” program, whichprovides for fewerworkdaysbutlongerdailyshiftsasanoptionforemployees.
Telecommuting. Explorethepossibilityofa “telecommuting” programthatwouldlinksome employees viaelectronicmeans (e.g., computerwithmodem).
ParkingManagement. Developaparkingmanagement programthatprovides incentives to thosewhorideshare orusetransitmeansotherthansingle-occupantautototraveltowork.
Access. Preferential accesstohighoccupancy vehiclesandshuttlesmaybeprovided.
Financial IncentiveforRidesharing and/orPublicTransit. Employeesofferedfinancial incentives forvanpoolingorusingpublictransitincludingcommuterrailand/orexpressbuspools.
FinancialIncentiveforBicycling. Employees offeredfinancial incentives forbicyclingtowork.
Special “Premium” fortheParticipation andPromotion ofTripReduction. Ticket/passestospecial events, vacation, etc. beofferedtoemployees whorecruitotheremployees forvanpool, carpool, orothertripreduction programs.
IncentivePrograms. Designincentive programs forcarpooling andotheralternative transportation modessoastoputhighestpriorityonreductionoflongestcommute trips.
Everypropertyownerand/orlesseeshalldesignate anon-sitecontactwhowillberesponsible for coordinating withtheAnaheim Transportation Network (ATN) andimplementing alltrip mitigationmeasures. Theon-sitecoordinator shallbetheonepointofcontactrepresenting the projectwiththeATN. TheTDMrequirements shallbeincludedintheleaseorotheragreement withalloftheprojectparticipants.
MM9-14: Priortothefirstfinalbuildingandzoninginspection, foreachbuildingwithofficeand/orcommercial uses, thepropertyowner/developer shallsubmitprooftothePublicWorks, TransitPlanningDivision thatthepropertyowner/developer hasenteredintoanagreementwiththeAnaheimTransportation Network (ATN) fortheprovisionofatransitshuttleservicebetweentheproject, theexistingMetrolink StationandfutureAnaheimRegional Transportation Intermodal Center (ARTIC) aswellasmajor activitycentersinbetween. Theagreement shallberecordedintheOfficialRecordsoftheOfficeof theCountyRecorder, OrangeCounty, California. Theformoftheagreement shallbeapproved bythe CityAttorney’sOfficepriortorecordation. Theagreement shallprovideforthefollowing:
a.Ashuttlerouteplan, approved bythePublicWorksDepartment, TransitPlanning Divisionand ATN, shallbeattachedandincorporated intotheagreement. TheplanshallincludecolocationofstopswithOrangeCountyTransportation Authority busstoplocationsandother properties inthePlatinumTrianglewherefeasibleanddetermined appropriate bythePublic 6 WorksTransitPlanningDivisionandATN. Theproperty owner/developer shallpayallcosts associated withthepreparation oftheshuttlerouteplan.
b.Thepropertyowner/developershallprovidethefullcostassociatedwithprovidingtheshuttle, including, butnotlimitedto, purchasing theshuttlevehicleandallcostsassociated with operatingandmarketing theshuttleroute.
c.Theagreement shallprovideamechanism forthepropertyowner/developertorequestfair shareparticipation fromothermajoractivitycenters tobeservedbythisshuttleroute. The mechanism shallbesubjecttotheapprovaloftheATN.
d.Theagreement shallsetforthascheduleforcommencement ofoperation oftheshuttleservice. e.Theagreement shallprovidethatthepropertyowner/developer'sobligations tofundthe shuttleservicemaybecancelled onlyuponpriorwrittenapprovalfromthePublicWorks Department, TransitPlanningDivision'sonceanewtransitservicehastakenitsplace. f.Thattotheextentpermittedbylawthetermsofthisagreement shallconstitute covenants which shallrunwiththepropertyforthebenefitthereof, andthebenefitsofthisagreement shallbind andinuretothebenefitofthepartiesandallsuccessors ininteresttothepartieshereto.
MM9-15: Inconjunction withthepreparation ofanytrafficimprovement phasinganalysesasrequiredin Mitigation Measure9-6, propertyowners/developerswillanalyzetodetermine whenthe intersection improvements identifiedunderImpact5.9-4shallbeconstructed, subjecttothe conditions identifiedinMitigation Measure9-6withsaidanalysispreparedtothesatisfaction of theCityTrafficEngineer.
MM9-16: PriortotheapprovalofaFinalSitePlan, thepropertyowner/developer shallmeetwiththeTrafficand Transportation Managertodetermine whetherabusstop(s) isrequired tobeplacedadjacenttothe property. Ifabusstop(s) isrequired, itshallbeplacedinalocationthatleastimpactstrafficflowand maybedesignedasabusturnoutorafarsidebusstopasrequiredbytheTrafficandTransportation ManagerandpertheapprovaloftheOrangeCountyTransportation Authority (OCTA).
EnergyEfficiency
MM2-6: Priortoissuanceofabuildingpermit, thepropertyowner/architectshallsubmitenergycalculations usedtodemonstrate compliance withtheperformance approach totheCaliforniaEnergyEfficiency Standards totheBuildingDepartment thatshowseachnewstructureexceeds theapplicableBuilding andEnergyEfficiencyStandardsbyaminimumof10percent. Plansshallshowthefollowing:
a.Energy-efficientroofingsystems, suchasvegetated or “cool” roofs, thatreduceroof temperatures significantly duringthesummerandtherefore reducetheenergyrequirement forairconditioning. Examples ofenergyefficientbuildingmaterialsandsuppliers canbe foundathttp://eetd.lbl.gov/ CoolRoofs orsimilarwebsites. b.Coolpavement materials suchaslighter-coloredpavement materials, porousmaterials, or permeableorporouspavement, forallroadways andwalkways notwithinthepublicrightof-way, tominimizetheabsorption ofsolarheatandsubsequent transferofheattoits surrounding environment. Examplesofcoolpavement materialsareavailableat http://www.epa.gov/heatisld/
images/extra/level3_pavingproducts.htmlorsimilarwebsites. c.Energysavingdevicesthatachievetheexisting2008ApplianceEnergyEfficiencyStandards, suchasuseofenergyefficientappliances (e.g., EnergyStar® appliances) anduseofsunlightfilteringwindowcoatingsordouble-panedwindows. d.Electrical vehiclechargingstationsforallcommercial structures encompassing over50,000 squarefeet.
e.Shadytreesstrategically locatedwithincloseproximity tothebuildingstructuretoreduce heatloadandresultingenergyusageatresidential, commercial, andofficebuildings. 7 MM10-21: Priortotheissuanceofeachbuildingpermit, thepropertyowner/developer shallsubmitplans showingthateachstructurewillexceedtheStateEnergyEfficiencyStandards forNonresidential Buildings (Title24, Part6, Article2, California CodeofRegulations) byaminimumof10percent andwillconsultwiththeCityofAnaheimPublicUtilitiesDepartment BusinessandCommunity ProgramsDivision. Thisconsultation shalltakeplaceduringprojectdesigninordertoreviewTitle 24measures thatareincorporated intotheprojectdesignenergyefficientpractices andallow potential systemalternatives suchasthermalenergystorageair-conditioning, lighting, and buildingenvelopeoptions. Planssubmitted forbuildingpermitsshallshowtheproposed energy efficiencies andsystemsalternatives.
MM10-22: Priortotheissuanceofeachbuildingpermit, thepropertyowner/developer shallindicateon plansenergy-savingpractices thatwillbeimplemented withtheprojectincompliance withTitle 24, whichmayincludethefollowing:
High-efficiencyair-conditioning withEMS (computer) control.
VariableAirVolume (VAV) airdistribution.
Outsideair (100percent) economizer cycle.
Stagedcompressors orvariablespeeddrivestoflowvaryingthermal loads.
IsolatedHVACzonecontrolbyfloors/separable activityareas.
Specification ofpremium-efficiency electricmotors (i.e., compressor motors, airhandling units, andfan-coilunits).
Useofoccupancy sensorsinappropriate spaces.
Useoflightemittingdiode (LED) lights.
UseofEnergyStarexitlightingorexitsignage.
UseofLEDlightsforoutdoorlightingandparkinglots.
Useofskylights.
Consideration ofthermalenergystorageairconditioning forspacesorfacilities thatmay requireair-conditioning duringsummer, day-peakperiods.
Consideration forparticipation inAdvantageServicesPrograms suchas:
pNewconstruction designreview, inwhichtheCitycost-sharesengineering forupto $10,000 fordesignofenergyefficientbuildings andsystems.
pGreenBuildingProgram – Offersaccelerated planapproval, financial incentives, waived plancheckfeesandfreetechnicalassistance.
Useofhighefficiency toilets (1.28gallonsperflush (gpf) orless).
Useofzerotolowwateruseurinals (0.0gpfto0.25gpf).
Useofweather-basedirrigationcontrollers foroutdoorirrigation.
Useofdrought-tolerantandnativeplantsinoutdoorlandscaping.
MM10-24: Priortotheissuanceofeachbuildingpermit, thepropertyowner/developer shallsubmitplans forreviewandapprovalwhichshallensurethatbuildingsexceedtheStateEnergyEfficiency Standards forNonresidential buildings (Title24, Part6, Article2,CaliforniaAdministrative Code) byaminimumof10percent.
WaterConservation andEfficiency
MM10-7: Priortoissuanceofabuildingpermit, submittedlandscape plansshalldemonstrate compliance withtheCityofAnaheimadoptedLandscapeWaterEfficiency Guidelines. Thisordinance isin compliancewiththeStateofCalifornia ModelWaterEfficientLandscape Ordinance (AB1881).
Amongthemeasures tobeimplemented withtheprojectarethefollowing:
Useofwater-conserving landscape plantmaterialswhereverfeasible; Useofvacuumsandotherequipment toreducetheuseofwaterforwashdownofexteriorareas; Low-flowfittings, fixturesandequipment including lowflushtoiletsandurinals; 8 Useofself-closingvalvesfordrinkingfountains;
Useofefficientirrigationsystemssuchasdripirrigationandautomatic systemswhichuse moisturesensors;
Infraredsensorsonsinks, toiletsandurinals;
Low-flowshowerheadsinhotels;
Infraredsensorsondrinkingfountains;
Useofirrigationsystemsprimarilyatnight, whenevaporation ratesarelowest; Water-efficienticemachines, dishwashers, clotheswashers, andotherwaterusingappliances; Coolingtowerrecirculating system;
Useoflow-flowsprinklerheadsinirrigationsystem;
Useofwaterway recirculation systems;
Provideinformation tothepublicinconspicuous placesregardingwaterconservation;and Useofreclaimedwaterforirrigationandwashdown whenitbecomesavailable.
Inconjunction withsubmittaloflandscape andbuildingplans, theapplicant shallidentifywhich ofthesemeasures havebeenincorporated intotheplans.
MM10-9: Priortotheissuanceofthefirstbuilding permitorgradingpermit, whichever occursfirst, theproperty owner/developershallindicateonplansinstallationofaseparateirrigationmeterwhenthetotal landscaped areaexceeds2,500squarefeet. (CityofAnaheimWaterConservationMeasures) MM10-12: Priortoissuanceofabuildingpermit, submittedlandscape plansforallresidential, officeand commercial landscaping shalldemonstrate theuseofdroughttolerantplantmaterialspursuant tothepublication entitled “WaterUseEfficiencyofLandscapeSpecies” bytheU.C. Cooperative Extension, August2000.
MM10-13: Priortoissuance ofabuildingpermitorgradingpermit, whichever occursfirst, theproperty owner/developer shallindicateonplanswaterefficientdesignfeaturesincluding, butnotlimited to (asapplicable tothetypeofdevelopment atissue) waterlesswaterheaters, waterlessurinals, automaticonandoffwaterfacets, andwaterefficientappliances.
MM10-14: Priortoissuanceofabuildingpermitorgradingpermit, whichever occursfirst, theproperty owner/developer shallindicateonplansinstallation ofaseparateirrigationlinesforrecycledwater.
Allirrigationsystemsshallbedesigned sothattheywillfunctionproperlywithrecycledwater.
Modified ProjectConsistency Evaluation
Construction andoperationalGHGemissions fromeachofthethreeModifiedProjectoptionswerecalculated usingCalEEMod, Version2022.1.1.22. Thetypesofconstruction activities requiredfortheModifiedProjectwould besimilartothoseanticipated fortheapproved OCVIBEProjectinArenaDistrictSub-AreaD, including demolition, sitepreparation andgrading, buildingconstruction, andpaving. However, totalconstruction effortwouldbe increased. Thatis, additional workdays andvehicletripswouldberequiredasaresultofadditional demolition andearthwork requiredtoremovetheexistingACCofficestructures andadditional buildingconstruction required forthenewBuildings4, 5, and6.
Construction wouldalsobesimilarintheMeadowParkandPorchinTransitDistrictSub-AreaB. Construction effortwouldpotentially bereducedinthisareaaspassiveparklandwouldbedeveloped ontheareapreviously proposed foranamphitheater.
RevisedconstructionGHGemissions werecalculated forPhases2, 4, and5.TheModifiedProjectdoesnotinclude anychanges toPhase1, andtheModifiedProjectunderallthreeoptionswouldresultinareducedconstruction effortduringPhase3duetoadecrease inresidentialunitsproposed tobeconstructed inthisphaseaspartof Building3. Addendum No. 11includeddevelopment of612dwellingunitsinPhase3, whichwouldbereduced to 505unitsundertheModifiedProject. Therefore, Phase1andPhase3GHGemissions calculatedforapprovedOCVIBE ProjectinAddendum No. 11 (atotalof12,578MTCOe2forbothphases) areaddedtoPhases2, 4, and5emissions 9 modeledfortheModifiedProjecttocalculatetotalandaverageannualGHGemissions fromOCVIBEMSP construction.
ModelingforPhases2through5assumesthattheremaining development andconstruction effortoutsideArena DistrictSub-AreasD1andD2would bethesameasanticipated inAddendum No. 11, withadjustments madeonly fortheadditional construction effortrequired fortheadditionalresidential development underOptions1through
3. NochangesrelatedtothepedestrianbridgeforParkingDeckCweremodeled, asthebridgeconstruction would represent theconservative analysis condition. Buildings1and2wouldbeconstructed duringPhase2oftheproject.
AllthreeexistingACCofficebuildingsareproposed tobedemolished duringthisPhase (approximately 383,250 squarefeet). However, thebuildingpadsintheBuilding5andBuilding 6footprintwouldnotbedemolished until Phases5and6. Itisanticipated thedemolition oftheexistingACCofficebuildingsandthegradingforthenew residential buildingswouldresultinadditional soilexportof151,383cubicyards, whichisassumedtooccurover threedevelopment phases (Phases2, 4, and5). Revisedmodelingreflectstheupdatedconstruction phasingdata.
Additional workingdaysareassumedfordemolition, grading, andbuildingconstruction phases. Additionally, Phase 2totalmaterialexporthasbeenrevisedtoaccountforanadjustment togradingoperations alongRiverRoad betweenStanelyCupWayandCerritosAvenue. Addendum No. 11anticipateddeep overexcavation oftheroadway.
However, afterfurthergeotechnical evaluation, itwasdetermined thatlessoverexcavation intheroadway is required, resultinginadecrease inmaterialexportof75,000cubicyards. Detailed construction assumptions are providedinAttachment 1tothismemorandum.
Totalandaverageannualconstruction emissions foreachoptionisprovidedinTable3, ModifiedProject Construction Emissions. A10-yearconstruction periodwasassumedfortheOCVIBEProjectin Addendum No. 11.
A10-yearconstruction periodisassumed tocalculateaverage annualGHGemissions forModifiedProject. As showninTable3, theaverageannualconstruction GHGemissions fromtheModifiedProjectwouldexceed emissions fromAddendum No. 11butwouldnotexceedemissions fromFSEIRNo. 339.
Table3. ModifiedProjectConstruction Emissions
TotalConstructionEmissions
Option( MTCOe) 2
AverageAnnualEmissions (MTCOe) 2
Option 126,268 2,627
Option 227,200 2,720
Option 327,252 2,725
AddendumNo. 11 N/A 2,295
FSEIRNo. 339 N/A 48,394
Source: Refer toAttachment 1; CityofAnaheim 2010; CityofAnaheim 2022.
Notes: MTCOe = 2 metric tonsofcarbon dioxide equivalent Operational impacts fortheModifiedProjectassumebuildoutoftheentireOCVIBEMSP boundarieswith Modified Projectimplementation. AveragedailytrafficwithModifiedProjectimplementation wasprovidedforeachoption byPirzadeh & Associates, Inc. (Pirzadeh2024). Consistent withtheapprovedOCVIBEProject, CalEEMod default assumptions areusedtoestimateemissions fromsolidwastegeneration andutilityuse, anditisassumed that residences wouldnotincludehearths. ModelingresultsfortheModifiedProjectareshowninTable4, Modified ProjectOperationEmissions. DetailedmodelinginputisprovidedinAttachment1tothismemorandum. Asshown inTable4, emissions foralloptionswoulddecreasecompared toAddendum No. 11. Thereduction inemissions compared toAddendum No. 11isprimarilyduetodecreased emissions fromenergyuse. TheModifiedProjectis modeledusinganupdatedversionofCalEEMod, whichincorporated updated, reducedGHGemissions intensity factorsforAnaheimPublicUtilities. TheCO2intensityfactorwas1,543poundspermegawatthourinCalEEMod, Version2020.4.0, whichwasthemostrecentversionatthetimeofAddendum No. 11modeling. Theupdated Version2022.1.1.22usedforModifiedProjectmodelingincorporatesan updatedintensityfactorof311pounds permegawatt hour.
10 Table4. ModifiedProjectOperationEmissions
Operational AnnualConstruction
EmissionsEmissions TotalEmissions
LandUseOption( MT22COe)( MTCOe) MTCOe) 2
ModifiedProjectOption154,1892,627 56,816
ModifiedProjectOption252,1752,720 54,895
ModifiedProjectOption353,2132,72555,938
AddendumNo. 11Total81,1282,29583,423
NetChangefromAddendumNo. 11 – Option1( 26,939) 332( 26,607) NetChangefromAddendumNo. 11 – Option2( 28,953) 425( 28,528) NetChangefromAddendumNo. 11 – Option3( 27,915) 430( 27,485) FSEIRNo. 339108,89448,394157,288
Source: Refer toAttachment 1; CityofAnaheim 2010; CityofAnaheim 2022 Notes: MTCOe = 2 Metric tons carbon dioxideequivalent
AsshowninTable4, totalGHGemissionsfor theModifiedProjectwouldbereducedcompared totheapproved OCVIBEProject. However, aswiththeapprovedOCVIBEProject, theModifiedProjectwouldstillresultinanet increasecompared toexistingconditions andwouldresultinthesamesignificant andunavoidable impact. FSEIR No. 339MMs2-1, 2-6, 9-1, 9-2, and10-21wouldcontinuetoberequiredto reduceGHGemissions impactsto extentfeasible. TheModifiedProjectwouldnotresultinaneworincreased significant impactcompared to Addendum No. 11.
Addendum No. 11Issue5.8.2(b): Conflict withanapplicable plan, policyorregulation adopted forthepurposed ofreducing theemission ofgreenhouse gasses Summary ofAddendum No. 11Impacts
CaliforniaAirResourcesBoardScoping PlanConsistency
AtthetimeofAddendum No. 11preparation, CaliforniaAirResourcesBoard’s (CARB) 2017ScopingPlanwasthe applicable planforevaluatingtheOCVIBEProject’sconsistency withstatewideemissions reduction goals, specificallyAssemblyBill(AB)32. CARB’s2017ScopingPlanoutlinedthepathtoachieve theExecutiveOrderB30-15targetof40percentbelow1990levelsby2030(CARB2017). The2017ScopingPlandidnotinclude recommendations forindividual projects. Themainstrategies forachieving theExecutiveOrderB-30-15target werebuilding energyefficiency, renewable energysourcesandfuels, zeroornear-zeroemissions vehicles, walkableandbikeablecommunities servedbytransit, cleanerfreightandgoodsmovement, andreduction of emissions fromdairies, landfills, andrefrigerants. TheOCVIBEProjectwould beconsistentwithallapplicable state regulations, includingtheTitle24BuildingEnergyEfficiencyStandards. Increases inrenewableenergyportfolio requirements andvehicleemissions standardswouldreduceprojectemissionscompared tomodeledemissions.
Additionally, forexample, CARB’sDraft2020MobileSourceStrategyestimates thatimplementation ofExecutive OrderN-79-20tolimitpassenger vehiclesalestozeroemissions vehiclesby2035couldachieveastatewide fleet of85percentplug-inhybridelectricorzeronetenergylight-dutyvehiclesby2045 (CARB2021). Additionally, the OCVIBEProjectwould beconsistentwithCARB’s2017ScopingPlanvisionofcompact communities accessible to pedestrians andcyclistsandservedbytransit. TheOCVIBEProjectwould notconflictwiththe2017ScopingPlan.
ConnectSoCal2020–2045RTP/SCS
TheOCVIBEProjectSiteincludestheARTICandisaTransitPriorityArea(TPA)intheRTP/SCS. TheOCVIBEProject wouldbeconsistentwiththeConnectSoCal2020–2045RTP/SCSvisiontoconcentrate growthwithinTPAsand wouldresultinreduced vehicletripsandvehiclemilestraveledcompared toFSEIRNo. 339(SCAG2020). RTP/SCS goalsalsoincludemaximizing safety, mobility, andaccessibility intheregion; protecting theenvironment by 11 encouraging activetransportation; encouraging energyefficiency; andencouraging landusepatternsthat facilitatetransitandactivetransportation. TheOCVIBEProjectwould provideimprovements forbicycle, pedestrian, andtransitconnections andwouldincreasepedestrian/trafficsafetywithinproximity totheARTIC.
TheOCVIBEProjectwouldprovideamixed-useprojectinaTPA, locatingresidences andvisitorsnearretail amenitiesandanemployment center, whichmaximizes mobilityandaccessibility forpeople andgoods, andwould maximize theproductivity oftheregion’stransportation system. Theproximity toARTICandprovisionof interconnected bikepathsandpedestrian walkwayswouldbeconsistentwiththegoalofreducingGHGemissions andimproving airqualitythroughactivetransportation network. Asdescribed previously, theOCVIBEProject wouldbedesignedforenergyefficiency. Therefore, theOCVIBEProjectwasdetermined tobeconsistentwiththe ConnectSoCal2020–2045RTP/SCS.
Greenhouse GasReductionPlan
TheCity’sGreenhouse GasReduction Planidentifiesgoalsfor2030and2045consistentwithstatepoliciesthat envisionstatewide carbon-freeenergyuse(CityofAnaheim 2020). Thestrategies identifiedtoworktowardthe City’sgoalareprimarily measures fortheCitytoimplement andarerelatedtotheCity’srenewable energy portfolio, waterconservation, energyefficiency, shadetrees, energyefficiency streetlighting, newsolarpanel installations, increaseinelectric vehicleuseandcharging stations, andelectrictransportation andutilityfleet vehicles. However, theApprovedProjectwouldberequiredtocomplywiththelatestTitle24BuildingEnergy EfficiencyStandards, aswellastheAnaheimMunicipalCodeandtheCalifornia ModelWaterEfficientLandscape Ordinance. Thesestandards includerequirements forenergyefficiency, waterconservation, andelectricvehicle infrastructure. Additionally, theprojectwouldincludesolarpanelinstallation andnewtrees. Therefore, the ApprovedProjectwasdetermined tobeconsistentwiththeCity’sGreenhouse GasReductionPlan.
Mitigation Measures
Nomitigation measureswereidentifiedinAddendum No. 11.
ModifiedProjectConsistency Evaluation
Sincepreparation ofAddendum No. 11, CARBadopted the2022ScopingPlanthatreplaces the2017ScopingPlan andaddressesapathtoachieving carbonneutralitynolaterthan2045inaccordance withAB1279(CARB2022).
The2022ScopingPlanaddressesamorestringentgoalofachieving carbonneutrality compared tothe2017 ScopingPlan. However, asdiscussed aboveinAddendumNo. 11Issue5.8.2(a), theModifiedProjectwouldresult inreducedtotalGHGemissions compared tothosecalculated fortheapprovedOCVIBEProject. TheModified Projectdoesnotincludeanycomponents thatwouldchangetheapprovedOCVIBEProject’sconsistency with2022 ScopingPlangoalsbecause itincludesthesamelandusetypesinthesamegeneral location. The2022Scoping Plancontinuesthe 2017ScopingPlanfocusonreducingvehiclemilestraveled. TheModifiedProjectwouldnot resultinanychanges totheproposed vehiclemilestraveled-reducingfeaturesofapprovedOCVIBEProject. The 2022ScopingPlanalsofocusesonbuildingdecarbonization. TheModifiedProjectwouldcontinuetoberequired tocomplywithallapplicable energyefficiency regulations.
Similarly, sincepreparation ofAddendum No. 11, SCAPadoptedtheFinal2024-2050RTP/SCS, ConnectSoCal2024, inApril2024.ConnectSoCal2024outlinesavisionforamoreresilientandequitablefuture, withinvestment, policiesandstrategies forachieving theregion’ssharedgoalsthrough2050. Development withintransitpriority areascontinues tobeafocusofConnectSoCal2024toachieveregionalmobilitygoals. TheModifiedProject wouldcontinuetobeconsistentwiththe2024-2050RTP/SCSandConnectSoCal2024because theModified Projectwouldnotresultinanychangetothegeneral landusetypesorlocations withinaTPAasproposedinthe approvedOCVIBEProject. TheModifiedProjectwouldincrease proposed residential densityinArenaDistrictSubAreaD, whichisaninfillsitewithinproximity toatransitcenter, whichisconsistentwith2024-2050RTP/SCS, ConnectSoCal2024,and2022ScopingPlanresidential landusegoals. TheModifiedProjectwouldcontinuetobe consistentwiththeCity’sGreenhouse GasReductionPlanbecause, consistentwiththeapprovedOCVIBEProject, itwouldberequiredtocomplywiththelatestTitle24BuildingEnergyEfficiencyStandards, aswellastheAnaheim MunicipalCodeandtheCalifornia ModelWaterEfficientLandscape Ordinance, asapplicable. Therefore, the 12 ModifiedProjectwouldnotconflictwithorobstructanyapplicable planrelatedtoGHGemissions. Anewor increased significant impactwouldnotoccurcompared totheapprovedOCVIBEProject.
Summary ofGreenhouse GasEmissionsImpacts
ImpactsrelatedtoGHGemissionsfrom construction andoperation oftheModifiedProjectwould besimilarto thoseidentifiedfortheapproved OCVIBEProject. TheModifiedProjectwould notincludeanynewsignificant sourcesofGHGemissionsthatwere notpreviously addressed, andnonewsignificant impactswouldoccurthat werenotidentifiedforAddendumNo. 11. TheModifiedProjectwould notresultinanynewsignificant environmental effectsorasubstantial increaseintheseverityofpreviously identifiedsignificant effectsrelated toGHGemissions.
References
CARB (CaliforniaAirResourcesBoard). 2017. California's2017Climate ChangeScopingPlan. November.
AccessedSeptember 2024. https://www.arb.ca.gov/cc/scopingplan/scoping_plan_2017.pdf.
CARB. 2021. 2020MobileSourceStrategy. October28.
CARB. 2022. 2022ScopingPlanforAchieving CarbonNeutrality. December.
CityofAnaheim. 2010. Subsequent Environmental ImpactReport (FSEIRNo. 339) fortheRevisedPlatinumTriangle ExpansionProject. SCHNo. 2004121045. October.
CityofAnaheim. 2020. Greenhouse GasReductionPlan – Sustainable ElectricandWaterInitiatives. May.
CityofAnaheim. 2022. ocV!beProject, DEV2020-00125, Addendum No. 11toFSEIRNo. 339. Preparedby PlaceWorks. August.
Pirzadeh (Pirzadeh & Associates, Inc.). 2024. ocV!BEArenaDistrictDMasterSitePlanModification. March25.
SCAG (SouthernCalifornia Association ofGovernments). 2020. ConnectSoCal2024 – The2024–2050Regional Transportation Plan/Sustainable Communities Strategy. September3.
SCAG (SouthernCaliforniaAssociation ofGovernments). 2024. ConnectSoCal2024 – The2024–2050Regional Transportation Plan/Sustainable Communities Strategy. April4. 13 Thispageintentionally leftblank.
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7/25/2024, 3:21:39PM
ANAH-TECH2024-01498
MonicSary
TECH2024-01498
Table of Contents
Hydrology Memo
Appendix A.!- MSPA 25 & 700-YR AES Ca/es for 1-1' Watershed Appendix A.2 - MSPA 25 & 700-YR AES Ca/es for Watershed Appendix A.3 - Prey. Approved Phase 1 Ult. Cond. 25 & 100-YR AES for `1-1' Watershed Appendix A.4 - Prey. Approved Phase 7 Ult. Cond. 25 & 100-VP AES for Watershed Appendix A.5 - MSPA SD Line H WSPG arks
Appendix A.6 - Prey. Approved Phase 7 Ult. Cond. SD Line H WSPG Calcs Appendix B.7 - MSPA 25-YR Hydrology Map
Appendix B.2 - Prey. Approved Phase 7 lilt. Cond. 25-YR Hydrology Map Appendix B.3 - Figures 7-3
Appendix C.1 - MSPA SD Line II' Profile & 25 YR-HGL
Appendix C.2 - Prey. Approved Phase 7 Ult. Cond. SD Line 1-1' Profile & 25 YR-HGL Appendix C.3 - MSPA 700-YR Street Flow Analysis
Appendix D.7 - Design Criteria from OCFCD
ocV!BE (Honda Center) City of Anaheim, CA
1. Introduction:
The ocVlBE Master Site Plan PTMLUP MIS2020-00751 (Master Site Plan) was approved in August, 2022 and allows for redevelopment of 96.19-acres of property around the existing Honda Center Arena and ARTIC transportation hub in the Platinum Triangle area of the City of Anaheim, California (see Fig 1). Since approval of the Master Site Plan, the applicant has also obtained approvals for improvements of certain backbone infrastructure in the core area of the project site (misc RCP permits RCP2022-19658, 19659, 19661-19664, and 19666) and is seeking approval of building permits for other on site uses, including a Concert Hall and three parking garages. The core area of the project site is bounded by Katella Avenue to the south, the SR-57 freeway to the west, the Standard Pacific railroad to the north, and the Santa Ana River to the east, and is referred to as the Phase 1 area (see Figure 2). To date, all planned improvements in the Phase 1 area have been consistent with Master Site Plan requirements.
The project applicant is now seeking approval of a Master Site Plan Amendment(MSPA)-ACC to revise certain land plan uses in portions of the Phase 1 area from uses previously approved in the Master Site Plan. The land plan use changes would be in an area referred to as the ACC which is bounded by Stanley Cup Way on the south, Douglass Road on the west, Cerritos Avenue on the north, and River Road on the east (see Figure 3). Construction permits RCP 2022-19658, 19659, 19661-19664, and 19666 have been obtained for these backbone infrastructure streets and their associated utilities, including storm drain. Land plan uses in the approved Master Site Plan included saving three existing office buildings in the Arena Corporate Center (ACC) and building additional office/retail around the existing ACC buildings. Proposed land uses in the Master Site Plan Amendment-ACC, if approved by the City, would allow for the three ACC buildings to be demolished and replaced by office/residential uses.
2. Drainage and Hydrology:
a) Preliminary hydrology report 0TH2021-01368 was previously prepared for the ocVl BE project site to support Master Site Plan PTMLUP MI52020-00751 entitlement design. The report encompassed the entire 96.19-acre project site from the AT8ESF railroad tracks at the ARTIC transportation facility to Ball Road and evaluated drainage impact of the proposed project improvements to existing drainage facilities, to City of Anaheim Master Plan of Drainage thresholds, and to Santa Ana River drainage facilities (Orange County Flood Control District and Army Corps of Engineer facilities). Because the ocVlBE drainage outfall is primarily on the easterly edge of the project site where nine existing outfall facilities (Drainages Bs through Is) exist in the levee between the project site and the Santa Ana River, drainage boundaries were created for the watersheds to each drainage outfall pipe and hydrologic evaluation was performed accordingly. Findings of the evaluation concluded "no impact's to existing facilities would be created by project improvements and is documented in the preliminary hydrology report 0TH2021-01368. b) Upon approval of the Master Site Plan PTMLUP MI52020-00751, final hydrology report ocVlBE (Honda Center) Phase 1, Final Hydrology and Hydraulics Report RCP 19658, 19659, 19661 to 19664, and 19666 was prepared for the ocVlBE Phase 1 area of the project site to support final design and permitting of drainage construction documents in the Phase 1 area (Drainages through '1'). Based on event logistics at the Honda Center Arena, development in the Phase 1 area requires a phased approach to avoid closure of the venue, so, initial construction only included portions of the ultimate development planned for the Phase 1 area. As such, two hydrology evaluations were prepared for each sub watershed in the Phase 1 area. One evaluation was prepared for Phase 1 reduced density only, and one evaluation was prepared for the full buildout condition, e.g., the ultimate condition. Final storm drain design for each sub watershed only incorporated the most stringent hydrologic results of the two evaluations. Results of the two hydrologic conditions are summarized in the Final Hydrology and Hydraulics Report, ocVIBE (Honda Center) Phase 1, RCP 2022-19658, 19659, 19661 - 19664, and 19666 and results of the Phase 1 Ultimate condition hydrology are shown in Tables 1 and 2. c) The Master Site Plan Amendment-ACC now proposes to change site plan land uses in the ACC area of the Phase 1 site plan (see Figure 3), affecting previous approvals of the hydrology and storm drain design for sub watersheds 'H' and T. Hydrology and storm drain design of adjacent sub watersheds '8' through `G' and T will not be impacted by the ACC site plan changes. ACC site plan changes will alter hydrologic parameters (imperviousness, time of concentration, routing patterns) and storm drain layout/profiling, requiring a re-evaluation of the sub watersheds 'H' and T hydrology analysis. Attached herewith in Appendices 'A' and 'W are revised Q25 and Q100 hydrology analysis and hydrology map for sub watersheds 'H' and T reflecting ACC site plan changes. ACC site plan hydrology revision results for revised sub areas 'H' and T are included in Tables 1 and 2 and are compared to hydrology results from the previously approved Final Hydrology Report, ocIriBE (Honda Center) Phase 1, RCP 2022-19658, 19659, 19661-19664, and 19666.
Table 1:
Sub Watershed H, Phase 1 Final Ultimate Hydrology vs Master Site Plan Amendment Final Ultimate Hydrology Comparison
PH 1 Ultimate MSPA Ultimate Delta
25-yr 100-yr 25-yr 100-yr 25-yr 100-yr
Area (acres) 33.4 33.4 33.9 33.9 +0.5/-F1.5%
Tc (min) 11.78 11.59 12.47 12.07 +0.69/+5.5% +0.48/+4.0% Q (cfs) 76.26 98.99 90.01 116.53 +13.75/15.3% +17.54/+15.1% Table 2:
Sub Watershed I, Phase 1 Final Ultimate Hydrology vs Master Site Plan Amendment Final Ultimate Hydrology Comparison
PH 1 Ultimate MSPA Ultimate Delta
25-yr 100-yr 25-yr 100-yr 25-yr 100-yr
Area
(acres) 5.7 5.7 5.0 5.0 -0.7/-12.3% -0.7/-12.3%
Tc (min) 6.65 6.64 6.70 6.70 0.05/+0.7% 0.6/+1.9%
Q (cfs) 16.32 21.12 15.85 20.38 -0.47/-2.9% -0.74/-3.5% TECH2024-01498
The comparison results show that land use changes in Area Hof the project site will increase 25-year flow rates approximately 15% at the Area H outlet and will decrease 25-year flow rates approximately
2.9% at the Area I outlet.
MSPA Hydrology Summary;
Table 1 and 2 results show that MSPA site plan changes will affect hydrologic parameters (imperviousness, time of concentration, routing patterns) which in turn will change (increase or decrease) 25-yr and 100-yr flow rates in Watersheds 'H' and 'I' from those previously approved for the MSPA area in the ocVIBE (Honda Center) Phase 1, Final Hydrology and Hydraulics Report, December, 2022. These changes are tolerable for the following reasons, 1) Per OC Hydrology section email dated October 18, 2022 (Alison Camara), "per the Corp's Design Memorandum No. 3, Feature Design -Lower Santa Ana River, Interior Flood Control, the Q100 that is applicable to the OC Vibe project is 22,200cfs. This is the coincident discharge in the Santa Ana River during the 10O-'r local storm" (see Appendix DA). The Watershed H onsite ultimate condition Q100 increase of 17.54cfs over the previously approved Phase 1 ultimate condition discharge value is 0.008 percent of the 22,200 cfs discharge in the river and will have no impact on the river's hydraulic performance. Likewise, the Watershed I onsite ultimate condition Q100 decrease will also have no impact on the river's hydraulic performance. 2) A HEC-RAS model was prepared for the Santa Ana River (SAR) to create hydraulic grade line control for the onsite storm drain systems. The model utilized existing condition aerial topography of the river to create cross section data and used the 22,200 cfs storm flow discharge information received from the County. The model was truncated 1 mile upstream and 1 mile downstream of the ocV!BE project location. The model produced water surface elevations (WSEL) in the river that were subsequently used as Hydraulic Grade Line (EIGL) control for the onsite storm drain systems. As mentioned in Item 1 above, the 22,200 cfs discharge value is the coincident discharge in the SAR during the 100-yr local storm. Because the onsite storm drain systems are designed to convey 25-yr discharges, the WSEL information produced by the HECRAS model yields a conservative HGL starting value for the onsite storm drain systems. 3) Per OC Hydrology section (Penny Lew) review letter of the oc\r!BE Preliminary Hydrology and Hydraulics Report dated August 9, 2022 (see Appendix D.1), 'in general there are no concerns with respect to the ocVIBE Project based on the submittal results of the hydrology analysis. The project is within general conformance of the drainage and land use values used in the US Army Corps of Engineers 'Phase II General Design Memorandum for the Santa Ana River (0CFCD Facility No. E01)1.
4) Per Subsection A.2. Hydrologic Protection Levels of the City of Anaheim Drainage Manual for Public and Private Facilities, the minimum recurrence interval for the design of new local drainage facilities shall be a 25-yr storm event for all storm drains with drainage areas less than 640 acres, and tributary to the Santa Ana River watershed (see Appendix air Accordingly, the Line H and Line I drainage facilities have been designed to convey runoff from a 25-yr rainfall event in an underground conduit and to convey delta Q between a 25-yr and 100-yr event on the surface with surface flows contained in the street R/W. A profile of the Line H mainline pipe is included in Appendix C.1 and shows the HGL of a 25-yr event at or near the soffit of pipe throughout the system. The assumption that delta Q flows on the surface is conservative because oc\PBE (Honda Center) City of Anaheim, CA
TECH2024-01498
there is additionai capacity in the mainline piping system to handle more flow than a 25-yr storm event produces.
5) The 100-yr protection level was evaluated for Watersheds H and I to confirm flows are contained within the street R/W. One representative nodal location was selected for each of the seven streets in the MSPA area and Q100 actual was extracted from the MSPA 100-yr hydrology study (Appendix A.3 and A.4) for each location. A Delta Q (the difference between Q25 and Q100) was then determined for each nodal location. Each selected nodal location was either at a maximum discharge location for that street, or at the flattest street grade for that street, or both.
Street cross section components were then entered into Bentley FlowMaster software (longitudinal grade, cross slope, gutter width, gutter shape, cross fall grade) and the maximum allowable Q determined (see Appendix C.3). The maximum allowable Q was then compared against the actual delta Q. If Q allowable was greater than Delta Q actual, the street was determined to have capacity to contain the Delta Q in the street R/W and not flood adjacent pads. Table 3 shows that each of the seven streets has capacity to store and or convey discharges in the street without exceeding the R/W.
Table 3: 100-Year Street Flow Capacity
River Stanley Douglass Cerritos Interior
'A'
Interior
'B'
Interior
'C'
Node 515 514 508 506 511.4 522 509.6
Actual Delta
Q
26.5 18 8.4 4.9 2.2 5.5 3.6
Delta Half
Street Q 13.25 9 4.2 2.5 1.1 2.75 1.8
Half Street
Width 29.5 26 26.5 30 14 14 14
Min. Grade 0.89% 0.5% 0.21% 0.7% 0.5% 0.5% 0.5%
Max Q
Allowable 35.4 24.1 16.4 31.4 5.1 5.1 5.1
Street Flow
Depth 8" 7.8" 7.9" 8" 4.9" 4.9" 4.9"
Allow Q>
Actual Q (cfs)
35.4> 13.25
Yes
24.1 > 9.0
Yes
16.1 > 4.2
Yes
31.4 > 2.5
Yes
5.1 > 1.1
Yes
5.1 > 2.75
Yes
5.1 > 1.8
Yes
ocV!BE (Honda Center) City of Anaheim, CA
TECH2024-01498
Appendix A.1
MSPA 25 & 100-Year AES Hydrology Calculation for 'I-1' Watershed ocV!BE (Honda Center) City of Anaheim, CA
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FMFWBUJPO! EBUB;!VQTUSFBN)GFFU*!>!!!! 291/31!!EPXOTUSFBN) GFFU*!>!!!! 285/91 Ud!>!L+\\)MFOHUI++!4/11*0)FMFWBUJPO! DIBOHF*^++1/31
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