Agenda packet, first session — San Clemente City Council, March 19, 2024 (part 4 of 8)

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2.4. Additional Costs
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2.5. Summary of Probable Costs
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A-E Firm Name:

Moffatt and Nichol Date: April 30, 2007
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Est: Name: MOD Conceptual
Estimate Summary
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Traffic Control and Safety Items /6 68%727$/
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Est: Name: MOD Conceptual
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Activity: City of San Clemente
San Clemente, California
Project Title: San Clemente Sea Wall
679 573
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Moffatt and Nichol Date: April 30, 2007
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Est: Name: MOD Conceptual
Shoring(Both sides of Excavation)
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Project Title: San Clemente Sea Wall
680 574
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Est: Name: MOD Conceptual
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Project Title: San Clemente Sea Wall
681 575
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Est: Name: MOD Conceptual
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Project Title: San Clemente Sea Wall
682 576
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Est: Name: MOD Conceptual
Reinforcing Steel
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0(7+2'62)'(7(50,1,1*35,&(625%,'',1*7+,623,1,212) &216758&7,21&267,6%$6('217+(&2168/7$17
65($621$%/(352)(66,21$/-8'*0(17
$1'(;3(5,(1&($1''2(6127&2167,787($:$55$17<(;35(6625,03/,('7+$7 &2175$&7256
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Activity: City of San Clemente
San Clemente, California
Project Title: San Clemente Sea Wall
683 577
6DQ&OHPHQWH6HDZDOO

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A-E Firm Name:

Moffatt and Nichol Date: April 30, 2007
Estimated By: Checked By:

Firm: M & N Status of Design:

Est: Name: MOD Conceptual
Backfill
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0(7+2'62)'(7(50,1,1*35,&(625%,'',1*7+,623,1,212) &216758&7,21&267,6%$6('217+(&2168/7$17
65($621$%/(352)(66,21$/-8'*0(17
$1'(;3(5,(1&($1''2(6127&2167,787($:$55$17<(;35(6625,03/,('7+$7 &2175$&7256
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Activity: City of San Clemente
San Clemente, California
Project Title: San Clemente Sea Wall
684 578
6DQ&OHPHQWH6HDZDOO
2SLQLRQRI3UREDEOH&RQVWUXFWLRQ&RVW
A-E Firm Name:

Moffatt and Nichol Date: April 30, 2007
Estimated By: Checked By:

Firm: M & N Status of Design:

Est: Name: MOD Conceptual
Fence
,7(012 ,7(0'(6&5,37,21 81,7 48$17,7< 81,735,&( $02817 81,735,&( $02817 81,735,&( $02817 )XUQLVKDQG,QVWDOO)HQFH /)

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0(7+2'62)'(7(50,1,1*35,&(625%,'',1*7+,623,1,212) &216758&7,21&267,6%$6('217+(&2168/7$17
65($621$%/(352)(66,21$/-8'*0(17
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Activity: City of San Clemente
San Clemente, California
Project Title: San Clemente Sea Wall
685 579
6DQ&OHPHQWH6HDZDOO
2SLQLRQRI3UREDEOH&RQVWUXFWLRQ&RVW
A-E Firm Name:

Moffatt and Nichol Date: April 30, 2007
Estimated By: Checked By:

Firm: M & N Status of Design:

Est: Name: MOD Conceptual
Traffic Control and Safety Items
,7(012 ,7(0'(6&5,37,21 81,7 48$17,7< 81,735,&( $02817 81,735,&( $02817 81,735,&( $02817 7UDIILF&RQWURO
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65($621$%/(352)(66,21$/-8'*0(17
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Activity: City of San Clemente
San Clemente, California
Project Title: San Clemente Sea Wall
686 580
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Estimated By: Checked By:

Firm: M & N Status of Design:

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7KLVHVWLPDWHGRHVQRWLQFOXGHDQ\GHPROLWLRQRWKHUWKDQUHPRYDODQGUHSODFHPHQWRIH[LVWLQJIHQFH WLQJDQ\5DLOURDGIDFLOLWLHVVXFKDVEDOODVWFURVVLQJDUPVXWLOLWLHVHWF 127(6
7+,6&267(67,0$7(,6$123,1,212)&216758&7,21&2670$'(%<7+(&2168/7$17,1 3529,',1*23,1,2162)&216758&7,21&267,7,65(&2*1,=('7+$71(,7+(57+(&/,(17 1257+(&2168/7$17+$6&21752/29(57+(&26762)/$%25(48,30(17250$7(5,$/6 2529(5&2175$&7256
0(7+2'62)'(7(50,1,1*35,&(625%,'',1*7+,623,1,212) &216758&7,21&267,6%$6('217+(&2168/7$17
65($621$%/(352)(66,21$/-8'*0(17
$1'(;3(5,(1&($1''2(6127&2167,787($:$55$17<(;35(6625,03/,('7+$7 &2175$&7256
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%8'*(725)520$1<23,1,212)&26735(3$5('%<7+(&2168/7$17 Activity: City of San Clemente
Pro
San Clemente, California
ject Title: San Clemente Sea Wall
582 688
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A-E Firm Name:

Moffatt and Nichol Date: April 30, 2007
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Firm: M & N Status of Design:

7+,6&267(67,0$7(,6$123,1,212)&216758&7,21&2670$'(%<7+(&2168/7$17,1 3529,',1*23,1,2162)&216758&7,21&267,7,65(&2*1,=('7+$71(,7+(57+(&/,(17 1257+(&2168/7$17+$6&21752/29(57+(&26762)/$%25(48,30(17250$7(5,$/6 2529(5&2175$&7256
0(7+2'62)'(7(50,1,1*35,&(625%,'',1*7+,623,1,212) &216758&7,21&267,6%$6('217+(&2168/7$17
65($621$%/(352)(66,21$/-8'*0(17
$1'(;3(5,(1&($1''2(6127&2167,787($:$55$17<(;35(6625,03/,('7+$7 &2175$&7256
%,'6251(*27,$7('35,&(62)7+(:25.:,//1279$5<)5207+(&/,(17 6
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Activity: City of San Clemente
San Clemente, California
Project Title: San Clemente Sea Wall
689 583
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A-E Firm Name:

Moffatt and Nichol Date: April 30, 2007
Estimated By: Checked By:

Firm: M & N Status of Design:

Est: Name: MOD Conceptual
Shoring(Both sides of Excavation)
,7(012 ,7(0'(6&5,37,21 81,7 48$17,7< 81,735,&( $02817 81,735,&( $02817 81,735,&( $02817 ,QVWDOODQG5HPRYH6KRULQJ
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65($621$%/(352)(66,21$/-8'*0(17
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Activity: City of San Clemente
San Clemente, California
Project Title: San Clemente Sea Wall
690 584
6DQ&OHPHQWH6HDZDOO
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A-E Firm Name:

Moffatt and Nichol Date: April 30, 2007
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Firm: M & N Status of Design:

7+,6&267(67,0$7(,6$123,1,212)&216758&7,21&2670$'(%<7+(&2168/7$17,1 3529,',1*23,1,2162)&216758&7,21&267,7,65(&2*1,=('7+$71(,7+(57+(&/,(17 1257+(&2168/7$17+$6&21752/29(57+(&26762)/$%25(48,30(17250$7(5,$/6 2529(5&2175$&7256
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Activity: City of San Clemente
San Clemente, California
Project Title: San Clemente Sea Wall
691 585
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A-E Firm Name:

Moffatt and Nichol Date: April 30, 2007
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Firm: M & N Status of Design:

Est: Name: MOD Conceptual
Structural Concrete
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Activity: City of San Clemente
San Clemente, California
Project Title: San Clemente Sea Wall
692 586
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A-E Firm Name:

Moffatt and Nichol Date: April 30, 2007
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Firm: M & N Status of Design:

7+,6&267(67,0$7(,6$123,1,212)&216758&7,21&2670$'(%<7+(&2168/7$17,1 3529,',1*23,1,2162)&216758&7,21&267,7,65(&2*1,=('7+$71(,7+(57+(&/,(17 1257+(&2168/7$17+$6&21752/29(57+(&26762)/$%25(48,30(17250$7(5,$/6 2529(5&2175$&7256
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Activity: City of San Clemente
San Clemente, California
Project Title: San Clemente Sea Wall
693 587
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A-E Firm Name:

Moffatt and Nichol Date: April 30, 2007
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Activity: City of San Clemente
San Clemente, California
Project Title: San Clemente Sea Wall
694 588
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A-E Firm Name:

Moffatt and Nichol Date: April 30, 2007
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Firm: M & N Status of Design:

Est: Name: MOD Conceptual
Fence
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Activity: City of San Clemente
San Clemente, California
Project Title: San Clemente Sea Wall
695 589
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A-E Firm Name:

Moffatt and Nichol Date: April 30, 2007
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Firm: M & N Status of Design:

7+,6&267(67,0$7(,6$123,1,212)&216758&7,21&2670$'(%<7+(&2168/7$17,1 3529,',1*23,1,2162)&216758&7,21&267,7,65(&2*1,=('7+$71(,7+(57+(&/,(17 1257+(&2168/7$17+$6&21752/29(57+(&26762)/$%25(48,30(17250$7(5,$/6 2529(5&2175$&7256
0(7+2'62)'(7(50,1,1*35,&(625%,'',1*7+,623,1,212) &216758&7,21&267,6%$6('217+(&2168/7$17
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Activity: City of San Clemente
San Clemente, California
Project Title: San Clemente Sea Wall
696 590
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A-E Firm Name:

Moffatt and Nichol Date: April 30, 2007
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Firm: M & N Status of Design:

Est: Name: MOD Conceptual
Railroad Flagging and Inspection
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SAN CLEMENTE SHORELINE FEASIBILITY STUDY

ORANGE COUNTY, CALIFORNIA

SUB-APPENDIX B

NUMERICAL MODEL FLOWCHART
U.S. ARMY CORPS OF ENGINEERS

LOS ANGELES DISTRICT
FEBRUARY 2010
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APPENDIX E – GEOTECHNICAL REPORT
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San Clemente Shoreline Feasibility Study
Orange County, California

GEOTECHNICAL

APPENDIX

FINAL REPORT
U.S. Army Corps of Engineers
Los Angeles District
JULY 2011
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1 INTRODUCTION

1.1 General
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2 GEOLOGY

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4 LABORATORY TESTING

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5 ANALYSES

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Table 2: SAN CLEMENTE SHORELINE PROJECT - Borrow Area No.1 USACE VIBRACORE HOLES (JANUARY, 2003)

DEPTH THICKNESS BEACH SAND GRADATIONS ATTERBERG
HOLE (METERS) (METERS) ---SAND (sieve no.)--- Fines LIMITS CLASSIFICATION NO. TOP BOT 3/4 3/8 4 7 10 14 18 25 35 45 60 80 120 170 200 230 LL PI 6&

60 6LOW\6DQG
6&

0/ 6DQG\6LOW
6&

0/ 6DQG\6LOW6&

QS 60 6LOW\6DQG
SC-1 0.00 4.11 4.11 100 100 100 100 100 99 99 99 99 99 98 98 96 74 48 34 SM Silty Sand SC-3 0.00 0.61 0.61 1$ 1$ 1$ 1$ 1$ 1$ 1$ 1$ 1$ 1$ 1$ 1$ 1$ 1$ 1$ 1$ 6&

1$ 1$ 1$ 1$ 1$ 1$ 1$ 1$ 1$ 1$ 1$ 1$ 1$ 1$ 1$ 1$
6&

1$ 1$ 1$ 1$ 1$ 1$ 1$ 1$ 1$ 1$ 1$ 1$ 1$ 1$ 1$ 1$
6&
1$ 1$ 1$ 1$ 1$ 1$ 1$ 1$ 1$ 1$ 1$ 1$ 1$ 1$ 1$ 1$
6&
1$ 1$ 1$ 1$ 1$ 1$ 1$ 1$ 1$ 1$ 1$ 1$ 1$ 1$ 1$ 1$
6&
16 16 16 16 16 16 16 16 16 16 16 16 16 16 16 16
SC-5 0.00 3.81 3.81
6&

1$ 1$ 1$ 1$ 1$ 1$ 1$ 1$ 1$ 1$ 1$ 1$ 1$ 1$ 1$ 1$
6&
1$ 1$ 1$ 1$ 1$ 1$ 1$ 1$ 1$ 1$ 1$ 1$ 1$ 1$ 1$ 1$ 6& 16 16 16 16 16 16 16 16 16 16 16 16 16 16 16 16 SC-7 0.00 1.83 1.83
6&

0/ 6DQG\6LOW
6&

0/ 6DQG\6LOW
6&

60 6LOW\6DQG
SC-8 0.00 3.05 3.05 100 99 98 96 95 94 93 91 89 85 78 73 72 66 52 40 ML Sandy Silt Seive size (mm) 19 9.5 4.75 2.8 2 1.4 1 0.71 0.5 0.36 0.3 0.2 0.13 0.09 0.075 0.063 127(
1$ 1RW$QDO\]HG
16 1RW6DPSOHG
746 640
NO. TOP BOT SIEVE
26
63 3RRUO\*UDGHG6DQG
26 60 6LOW\6DQG
26
60 6LOW\6DQG
26 *3 3RRUO\*UDGHG*UDYHO:LWK6DQG 26

6360 3RRUO\*UDGHG6DQG:LWK6LOW
26 63 3RRUO\*UDGHG6DQG
Table 3 (1 of 3): SAN CLEMENTE SHORELINE PROJECT - Borrow Area No.2 USACE VIBRACORE HOLES (1993)
DEPTH THICKNESS % FINER
HOLE (METERS) (METERS) #200 CLASSIFICATION
26 60 6LOW\6DQG
26 63 3RRUO\*UDGHG6DQG:LWK*UDYHO 26 63 3RRUO\*UDGHG6DQG:LWK*UDYHO OS-1 0.00 5.79 5.79 2 SP Poorly Graded Sand With Gravel 26 60 6LOW\6DQG
26 63 3RRUO\*UDGHG6DQG
OS-2 0.00 5.18 5.18 4 SP Poorly Graded Sand
26 60 6LOW\6DQG
26 63 3RRUO\*UDGHG6DQG
26 63 3RRUO\*UDGHG6DQG
26
63 3RRUO\*UDGHG6DQG:LWK*UDYHO
OS-3 0.00 5.49 5.49 7 SP-SM Poorly Graded Sand With Silt 26 60 6LOW\6DQG
26
*:*0 :HOO*UDGHG*UDYHO:LWK6LOW$QG6DQG
26
*3 3RRUO\*UDGHG*UDYHO
OS-4 0.00 1.22 1.22 6 SP-SM Poorly Graded Sand With Gravel And Silt 26 63 3RRUO\*UDGHG6DQG
26
63 3RRUO\*UDGHG6DQG:LWK*UDYHO
26
0/ 6DQG\6LOW
OS-5 0.00 5.79 5.79 19 SM Silty Sand
26 60 6LOW\6DQG:LWK*UDYHO
26 63 3RRUO\*UDGHG6DQG
OS-6 0.00 4.57 4.57 3 SP Poorly Graded Sand
26 60 6LOW\6DQG
26 63 3RRUO\*UDGHG6DQG
OS-7 0.00 3.66 3.66 10 SP-SM Poorly Graded Sand With Silt 26 60 6LOW\6DQG
747 641

I I I I
NO. TOP BOT SIEVE
26 63 3RRUO\*UDGHG6DQG
26 60 6LOW\6DQG
26 60 6LOW\6DQG
OS-24 0.00 2.59 2.59 80 ML Sandy Silt
26 63 3RRUO\*UDGHG6DQG
Table 3 (2 of 3): SAN CLEMENTE SHORELINE PROJECT - Borrow Area No.2 USACE VIBRACORE HOLES (1993)
DEPTH THICKNESS % FINER
HOLE (METERS) (METERS) #200 CLASSIFICATION
26 60 6LOW\6DQG:LWK*UDYHO
26 63 3RRUO\*UDGHG6DQG
26 63 3RRUO\*UDGHG6DQG
OS-11 0.00 4.88 4.88 2 SP Poorly Graded Sand
26 60 6LOW\6DQG
26
63 3RRUO\*UDGHG6DQG
26

60 6LOW\6DQG
26
63 3RRUO\*UDGHG6DQG
26 63 3RRUO\*UDGHG6DQG
26 0.00 3.51 3.51 10 SP-SM Poorly Graded Sand With Silt 26 63 3RRUO\*UDGHG6DQG
26 63 3RRUO\*UDGHG6DQG
OS-23 0.00 3.35 3.35 3 SP Poorly Graded Sand
26 &/ &OD\
26 0/ 6DQG\6LOW
26
63 3RRUO\*UDGHG6DQG
26
60 6LOW\6DQG
26 *3 3RRUO\*UDGHG*UDYHO:LWK6DQG 26 63 3RRUO\*UDGHG6DQG
OS-25 0.00 2.65 2.65 13 SP-SM Poorly Graded Sand With Silt And Gravel 26 60 6LOW\6DQG
26 6360 3RRUO\*UDGHG6DQG:LWK6LOW$QG*UDYHO 26

60 6LOW\6DQG
26
63 3RRUO\*UDGHG6DQG
OS-26 0.00 4.57 4.57 19 SM Silty Sand
26 60 6LOW\6DQG
26 63 3RRUO\*UDGHG6DQG:LWK*UDYHO OS-32 0.00 5.18 5.18 4 SP Poorly Graded Sand With Gravel 748 642

I I I I
NO. TOP BOT SIEVE
26 0/ 6DQG\6LOW
26 63 3RRUO\*UDGHG6DQG
26
0/ 6LOW
26 63 3RRUO\*UDGHG6DQG:LWK*UDYHO 26 60 6LOW\6DQG
OS-41 0.00 4.36 4.36 67 ML Sandy Silt
26 63 3RRUO\*UDGHG6DQG:LWK*UDYHO 26 *3 3RRUO\*UDGHG*UDYHO:LWK6DQG 26 63 3RRUO\*UDGHG6DQG
OS-44 0.00 3.35 3.35 7 SP-SM Poorly Graded Sand With Silt 1RWH
,WDOLFL]HGHQWULHVDUHYDOXHVIRUDGLIIHUHQWLQWHUYDOZLWKVLPLODUYLVXDOO\ORJJHGFKDUDFWHULVWLFV LQWHUYDOQRWDQDO\]HG

Table 3 (3 of 3): SAN CLEMENTE SHORELINE PROJECT - Borrow Area No.2 USACE VIBRACORE HOLES (1993)
DEPTH THICKNESS % FINER
HOLE (METERS) (METERS) #200 CLASSIFICATION
26
60 6LOW\6DQG
OS-36 0.00 4.21 4.21 46 SM Silty Sand
26
60 6LOW\6DQG
OS-37 0.00 5.70 5.70 30 SM Silty Sand
OS-38 0.00 2.23 2.23 21 SM Silty Sand
26

60 6LOW\6DQG
26
60 6LOW\6DQG
26
60 6LOW\6DQG
26

60 6LOW\6DQG
OS-39 0.00 4.05 4.05 44 SM Silty Sand
26 63 3RRUO\*UDGHG6DQG
26 63 3RRUO\*UDGHG6DQG
OS-40 0.00 2.10 2.10 1 SP Poorly Graded Sand
26 &/ &OD\
26 0/ 6LOW
26
6360 3RRUO\*UDGHG6DQG:LWK6LOW
26

60 6LOW\6DQG
26
63 3RRUO\*UDGHG6DQG
OS-42 0.00 2.61 2.61 15 SM Silty Sand
26 6360 3RRUO\*UDGHG6DQG:LWK6LOW$QG*UDYHO 26 0/ 6DQG\6LOW
OS-43 0.00 3.05 3.05 13 SP-SM Poorly Graded Sand With Silt And Gravel 26 60 6LOW\6DQG
749 643

I I I I
SDG-1 0.00 2.26 2.26 15 6 SP Poorly Graded Sand With Gravel And Silt SDG-2 0.00 2.80 2.80 3 3 SP Poorly Graded Sand
SDG-3 0.00 1.43 1.43 1 27 SM Silty Sand
6'* 60 6LOW\6DQG:LWK*UDYHO
6'*
6360 3RRUO\*UDGHG6DQG:LWK6LOW$QG*UDYHO 6'* 63 3RRUO\*UDGHG6DQG
6'*
6360 3RRUO\*UDGHG6DQG:LWK6LOW
6'*
0/ 6DQG\6LOW
6'* 63 3RRUO\*UDGHG6DQG
6'* 6360 3RRUO\*UDGHG6DQG:LWK6LOW SDG-10 0.00 4.18 4.18 0 25 SM Silty Sand
Table 4 (1 of 4): SAN CLEMENTE SHORELINE PROJECT - Borrow Area No.2 SANDAG VIBRACORE HOLES (1999)
DEPTH THICKNESS %GRAVEL % FINER
HOLE (METERS) (METERS) #200 CLASSIFICATION
NO. TOP BOT SIEVE
6'* 6360 3RRUO\*UDGHG6DQG:LWK6LOW 6'* 63 3RRUO\*UDGHG6DQG:LWK*UDYHO 6'* 63 3RRUO\*UDGHG6DQG
6'* 63 3RRUO\*UDGHG6DQG
6'* 0/ 6DQG\6LOW
6'* 6360 3RRUO\*UDGHG6DQG:LWK6LOW 6'* 0/ 6DQG\6LOW
6'* 60 6LOW\6DQG
6'* 63 3RRUO\*UDGHG6DQG
SDG-4 0.00 3.84 3.84 0 17 SM Silty Sand
6'* 6360 3RRUO\*UDGHG6DQG:LWK6LOW SDG-5 0.00 2.50 2.50 6 13 SP-SM Poorly Graded Sand With Silt 6'* 6360 3RRUO\*UDGHG6DQG:LWK6LOW 6'*

6360 3RRUO\*UDGHG6DQG:LWK6LOW
SDG-6 0.00 4.66 4.66 3 10 SP-SM Poorly Graded Sand With Silt 6'* 0/ 6DQG\6LOW
SDG-7 0.00 2.13 2.13 3 47 ML Sandy Silt
6'* 0/ 6DQG\6LOW
6'* 0/ 6DQG\6LOW
6'* 63 3RRUO\*UDGHG6DQG:LWK*UDYHO SDG-8 0.00 5.27 5.27 15 21 SM Silty Sand With Gravel
6'*
0/ 6DQG\6LOW
6'*
6360 3RRUO\*UDGHG6DQG:LWK6LOW
SDG-9 0.00 3.41 3.41 0 32 SM Silty Sand
6'* 0/ 6DQG\6LOW
750 644
I I I
NO. TOP BOT SIEVE
SDG-11 0.00 4.39 4.39 1 45 SM Silty Sand
SDG-12 0.00 3.32 3.32 0 45 SM Silty Sand
6'*
6360 3RRUO\*UDGHG6DQG:LWK6LOW
6'*
6360 3RRUO\*UDGHG6DQG:LWK6LOW
6'* 6360 3RRUO\*UDGHG6DQG:LWK6LOW 6'*
6360 3RRUO\*UDGHG6DQG:LWK6LOW
6'* 0/ 6DQG\6LOW
6'* 0/ 6DQG\6LOW
6'*
0/ 6DQG\6LOW
6'*

0/ 6DQG\6LOW
6'*
60 6LOW\6DQG
6'*
6360 3RRUO\*UDGHG6DQG:LWK6LOW
SDG-20 0.00 4.97 4.97 0 41 SM Silty Sand
Table 4 (2 of 4): SAN CLEMENTE SHORELINE PROJECT - Borrow Area No.2 SANDAG VIBRACORE HOLES (1999)
DEPTH THICKNESS %GRAVEL % FINER
HOLE (METERS) (METERS) #200 CLASSIFICATION
6'* 0/ 6DQG\6LOW
6'* 60 6LOW\6DQG
6'*
60 6LOW\6DQG
6'* 0/ 6LOW:LWK6DQG
6'* 60 6LOW\6DQG
6'* 60 6LOW\6DQG
6'*
0/ 6DQG\6LOW
SDG-13 0.00 5.03 5.03 1 27 SM Silty Sand
6'*
60 6LOW\6DQG
6'* 6360 3RRUO\*UDGHG6DQG:LWK6LOW SDG-14 0.00 5.03 5.03 0 30 SM Silty Sand
6'* 0/ 6DQG\6LOW
6'* 60 6LOW\6DQG
SDG-15 0.00 5.21 5.21 0 29 SM Silty Sand
6'* 0/ 6DQG\6LOW
6'* 6360 3RRUO\*UDGHG6DQG:LWK6LOW SDG-16 0.00 4.88 4.88 1 27 SM Silty Sand
6'*

6360 3RRUO\*UDGHG6DQG:LWK6LOW
SDG-17 0.00 3.99 3.99 1 43 SM Silty Sand
6'* 0/ 6DQG\6LOW
SDG-18 0.00 3.72 3.72 1 58 ML Sandy Silt
6'*

0/ 6DQG\6LOW
6'*

6360 3RRUO\*UDGHG6DQG:LWK6LOW
SDG-19 0.00 4.27 4.27 0 52 ML Sandy Silt
751 645
I I I
SDG-23 0.00 2.99 2.99 0 55 ML Sandy Silt
SDG-24 0.00 4.42 4.42 0 53 ML Sandy Silt
SDG-25 0.00 3.05 3.05 3 24 SM Silty Sand
SDG-26 0.00 4.72 4.72 4 39 SM Silty Sand
SDG-27 0.00 3.44 3.44 0 51 ML Sandy Silt
SDG-28 0.00 3.72 3.72 0 47 SM Silty Sand
SDG-29 0.00 2.96 2.96 0 55 ML Sandy Silt
SDG-30 0.00 3.51 3.51 0 51 ML Sandy Silt
SDG-31 0.00 3.35 3.35 0 48 SM Silty Sand
Table 4 (3 of 4): SAN CLEMENTE SHORELINE PROJECT - Borrow Area No.2 SANDAG VIBRACORE HOLES (1999)
DEPTH THICKNESS %GRAVEL % FINER
HOLE (METERS) (METERS) #200 CLASSIFICATION
NO. TOP BOT SIEVE
6'* 0/ 6DQG\6LOW
6'*
6360 3RRUO\*UDGHG6DQG:LWK6LOW
SDG-21 0.00 4.15 4.15 0 29 SM Silty Sand
6'*

0/ 6DQG\6LOW
6'*

60 6LOW\6DQG
6'*
6360 3RRUO\*UDGHG6DQG:LWK6LOW
SDG-22 0.00 5.18 5.18 0 28 SM Silty Sand
6'*

0/ 6DQG\6LOW
6'*

60 6LOW\6DQG
6'* 0/ 6DQG\6LOW
6'*
60 6LOW\6DQG
6'*

0/ 6DQG\6LOW
6'*

6360 3RRUO\*UDGHG6DQG:LWK6LOW
6'* 0/ 6DQG\6LOW
6'* 63 3RRUO\*UDGHG6DQG
6'* 0/ 6DQG\6LOW
6'* 60 6LOW\6DQG
6'* 0/ 6DQG\6LOW
6'*
6360 3RRUO\*UDGHG6DQG:LWK6LOW
6'*
0/ 6DQG\6LOW
6'*

6360 3RRUO\*UDGHG6DQG:LWK6LOW
6'* 0/ 6DQG\6LOW
6'* 60 6LOW\6DQG
6'* 0/ 6DQG\6LOW
6'* 60 6LOW\6DQG
752 646
I I I
Table 4 (4 of 4): SAN CLEMENTE SHORELINE PROJECT - Borrow Area No.2 SANDAG VIBRACORE HOLES (1999)
DEPTH THICKNESS %GRAVEL % FINER
HOLE (METERS) (METERS) #200 CLASSIFICATION
NO. TOP BOT SIEVE
6'* 0/ 6DQG\6LOW
6'*
0/ 6DQG\6LOW
SDG-32 0.00 3.02 3.02 0 56 ML Sandy Silt
SDG-33 0.00 1.10 1.10 0 56 ML Sandy Silt
SDG-34 0.00 1.19 1.19 0 54 ML Sandy Silt
6'* 0/ 6DQG\6LOW
6'* 0/ 6DQG\6LOW
SDG-35 0.00 1.86 1.86 1 59 ML Sandy Silt
753 647
I I I
Table 5 (1 of 4): SAN CLEMENTE SHORELINE PROJECT - Borrow Area No.2 USACE VIBRACORE HOLES (JANUARY, 2003)

DEPTH THICKNESS BEACH SAND GRADATIONS ATTERBERG
HOLE (METERS) (METERS) ---SAND (sieve no.)--- Fines LIMITS CLASSIFICATION NO. TOP BOT 3/4 3/8 4 7 10 14 18 25 35 45 60 80 120 170 200 230 LL PI 62

QS 6360 3RRUO\*UDGHG6DQG:LWK6LOW
62

QS 6360 3RRUO\*UDGHG6DQG:LWK6LOW 62

QS 63 3RRUO\*UDGHG6DQG
SO9-1 0.00 5.58 5.58 100 100 99 98 98 98 97 97 97 95 79 36 18 9 7 6 SP-SM Poorly Graded Sand With Silt 62
QS 63 3RRUO\*UDGHG6DQG 62
QS 63 3RRUO\*UDGHG6DQG:LWK*UDYHO
SO9-2 0.00 3.05 3.05 85 78 73 68 66 64 64 64 64 62 43 13 5 2 2 2 SP Poorly Graded Sand With Gravel 62

QS 63 3RRUO\*UDGHG6DQG
62

QS 63 3RRUO\*UDGHG6DQG
62

QS 63 3RRUO\*UDGHG6DQG:LWK*UDYHO SO9-3 0.00 4.57 4.57 99 98 97 96 96 95 95 95 94 89 42 11 5 3 3 3 SP Poorly Graded Sand 62

QS 63 3RRUO\*UDGHG6DQG
62 QS 63 3RRUO\*UDGHG6DQGSO9-5 0.00 6.10 6.10 100 100 100 100 100 100 99 99 97 94 63 16 5 3 3 2 SP Poorly Graded Sand 62

QS 6360 3RRUO\*UDGHG6DQG:LWK6LOW 62

QS 60 6LOW\6DQG:LWK*UDYHO 62

QS *3 3RRUO\*UDGHG*UDYHO:LWK6DQG
62

QS 63 3RRUO\*UDGHG6DQG
SO9-7 0.00 3.96 3.96 92 85 82 81 80 80 79 78 78 75 51 25 16 12 9 5 SP-SM Poorly Graded Sand With Silt An 62

QS 63 3RRUO\*UDGHG6DQG
62

QS 63 3RRUO\*UDGHG6DQG
62

QS 63 3RRUO\*UDGHG6DQG
62
QS *3 3RRUO\*UDGHG*UDYHO SO9-8 0.00 4.88 4.88 99 96 89 88 85 83 82 80 71 54 30 11 4 3 3 3 SP Poorly Graded Sand 62

QS *3 3RRUO\*UDGHG*UDYHO:LWK6DQG
62

QS 6360 3RRUO\*UDGHG6DQG:LWK6LOW SO9-11 0.00 5.03 5.03 96 94 92 91 90 90 89 88 88 85 67 26 10 6 6 5 SP-SM Poorly Graded Sand With Silt 62

QS 63 3RRUO\*UDGHG6DQG
62

QS 63 3RRUO\*UDGHG6DQG62

QS 63 3RRUO\*UDGHG6DQG
62

QS 63 3RRUO\*UDGHG6DQG
SO9-13 0.00 4.57 4.57 100 98 97 96 96 96 96 96 95 93 63 18 6 3 3 2 SP Poorly Graded Sand 62

QS 6360 3RRUO\*UDGHG6DQG:LWK6LOW 62

QS 6360 3RRUO\*UDGHG6DQG:LWK6LOW
62

QS 6360 3RRUO\*UDGHG6DQG:LWK6LOW
62

QS 63 3RRUO\*UDGHG6DQG
SO9-14 0.00 3.96 3.96 100 100 100 100 99 98 96 94 89 79 45 19 10 6 5 4 SP-SM Poorly Graded Sand With Silt Seive size (mm) 19 9.5 4.75 2.8 2 1.4 1 0.71 0.5 0.36 0.3 0.2 0.13 0.09 0.075 0.063 (ASTM - D 2487 ) Beach Classification
754 648
Table 5 (2 of 4): SAN CLEMENTE SHORELINE PROJECT - Borrow Area No.2 USACE VIBRACORE HOLES (JANUARY, 2003)

DEPTH THICKNESS BEACH SAND GRADATIONS ATTERBERG
HOLE (METERS) (METERS) ---SAND (sieve no.)--- Fines LIMITS CLASSIFICATION NO. TOP BOT 3/4 3/8 4 7 10 14 18 25 35 45 60 80 120 170 200 230 LL PI 62 $

QS 60 6LOW\6DQG:LWK*UDYHO
62 $

QS 63 3RRUO\*UDGHG6DQG
SO9-15A 0.00 5.79 5.79 98 98 98 98 98 98 98 98 97 96 77 28 10 5 5 4 SP-SM Poorly Graded Sand With Silt 62

QS 60 6LOW\6DQG
62

QS 63 3RRUO\*UDGHG6DQG
SO9-16 0.00 1.83 1.83 100 100 100 100 100 100 100 100 100 99 95 44 21 13 9 7 SP-SM Poorly Graded Sand With Silt 62

QS 63 3RRUO\*UDGHG6DQG
62

QS 63 3RRUO\*UDGHG6DQG 62

QS 63 3RRUO\*UDGHG6DQG
62
QS 63 3RRUO\*UDGHG6DQG:LWK*UDYHO 62

QS 63 3RRUO\*UDGHG6DQG
62

QS *3 3RRUO\*UDGHG*UDYHO:LWK6DQG SO9-18 0.00 6.10 6.10 97 95 94 93 93 92 91 88 84 76 54 21 9 3 2 2 SP Poorly Graded Sand 62

QS *3 3RRUO\*UDGHG*UDYHO:LWK6DQG 62

QS 6360 3RRUO\*UDGHG6DQG:LWK6LOW
62

QS 63 3RRUO\*UDGHG6DQG:LWK*UDYHO 62

QS *3 3RRUO\*UDGHG*UDYHO:LWK6DQG 62

QS 63 3RRUO\*UDGHG6DQG:LWK*UDYHO SO9-19 0.00 3.66 3.66 84 74 70 67 66 65 64 63 61 58 37 12 6 4 3 3 SP Poorly Graded Sand With Gravel 62

QS 63 3RRUO\*UDGHG6DQG
62

QS 63 3RRUO\*UDGHG6DQG
62

QS 6360 3RRUO\*UDGHG6DQG:LWK6LOW
SO9-20 0.00 3.20 3.20 100 99 99 98 98 97 97 97 97 96 87 39 16 6 4 3 SP Poorly Graded Sand 62

QS 60 6LOW\6DQG
62

QS 60 6LOW\6DQG
62 QS *3*0 3RRUO\*UDGHG*UDYHO:LWK6LOW$QG
62

QS 63 3RRUO\*UDGHG6DQG62

QS 63 3RRUO\*UDGHG6DQG
SO9-22 0.00 6.10 6.10 97 96 96 96 95 94 94 91 85 74 49 31 25 17 12 9 SP-SM Poorly Graded Sand With Silt 62

QS 6360 3RRUO\*UDGHG6DQG:LWK6LOW
62 QS *3*0 3RRUO\*UDGHG*UDYHO:LWK6LOW$QG
62

QS 63 3RRUO\*UDGHG6DQG:LWK*UDYHO 62

QS 63 3RRUO\*UDGHG6DQG
SO9-24 0.00 3.96 3.96 81 78 75 73 71 70 70 68 67 65 51 25 14 9 8 7 SP-SM Poorly Graded Sand With Silt An 62

QS 60 6LOW\6DQG
62

QS *3 3RRUO\*UDGHG*UDYHO:LWK6DQG
62 QS 63 3RRUO\*UDGHG6DQG
62

QS 63 3RRUO\*UDGHG6DQG
62

QS 63 3RRUO\*UDGHG6DQG:LWK*UDYHO SO9-26 0.00 3.96 3.96 95 92 90 89 89 88 88 88 87 86 66 26 13 8 6 4 SP-SM Poorly Graded Sand With Silt Seive size (mm) 19 9.5 4.75 2.8 2 1.4 1 0.71 0.5 0.36 0.3 0.2 0.13 0.09 0.075 0.063 (ASTM - D 2487 ) Beach Classification
755 649
Table 5 (3 of 4): SAN CLEMENTE SHORELINE PROJECT - Borrow Area No.2 USACE VIBRACORE HOLES (JANUARY, 2003)

DEPTH THICKNESS BEACH SAND GRADATIONS ATTERBERG
HOLE (METERS) (METERS) ---SAND (sieve no.)--- Fines LIMITS CLASSIFICATION NO. TOP BOT 3/4 3/8 4 7 10 14 18 25 35 45 60 80 120 170 200 230 LL PI 62

QS 63 3RRUO\*UDGHG6DQG
62

QS 63 3RRUO\*UDGHG6DQG
62

QS 63 3RRUO\*UDGHG6DQG
62

QS 63 3RRUO\*UDGHG6DQG
SO9-27 0.00 6.10 6.10 100 99 98 97 97 97 97 95 94 87 58 16 5 3 2 2 SP Poorly Graded Sand 62

QS *3 3RRUO\*UDGHG*UDYHO:LWK6DQG
62

0/ 6LOW62

QS 6360 3RRUO\*UDGHG6DQG:LWK6LOW
62

QS 63 3RRUO\*UDGHG6DQG
SO9-28 0.00 5.79 5.79 98 97 96 96 96 96 96 96 96 96 94 74 29 9 7 5 SP-SM Poorly Graded Sand With Silt 62

QS 6360 3RRUO\*UDGHG6DQG:LWK6LOW 62

QS 63 3RRUO\*UDGHG6DQG:LWK*UDYHO
62

QS 63 3RRUO\*UDGHG6DQG
SO9-29 0.00 5.64 5.64 96 96 96 95 95 94 94 94 94 92 72 25 10 5 4 3 SP Poorly Graded Sand 62

QS 6360 3RRUO\*UDGHG6DQG:LWK6LOW 62

QS 63 3RRUO\*UDGHG6DQG
62

QS *3 3RRUO\*UDGHG*UDYHO:LWK6DQG
62 QS 63 3RRUO\*UDGHG6DQG
62

QS 63 3RRUO\*UDGHG6DQG
SO9-31 0.00 6.10 6.10 97 95 95 94 94 94 94 94 93 92 79 31 11 5 3 3 SP Poorly Graded Sand 62

QS 60 6LOW\6DQG
62

QS *3 3RRUO\*UDGHG*UDYHO:LWK6DQG
62

QS 63 3RRUO\*UDGHG6DQG
SO9-32 0.00 6.10 6.10 96 95 94 94 94 94 93 93 90 82 49 22 10 7 6 4 SP-SM Poorly Graded Sand With Silt 62

QS 63 3RRUO\*UDGHG6DQG
62

QS *3 3RRUO\*UDGHG*UDYHO:LWK6DQG
62

QS 63 3RRUO\*UDGHG6DQG
62

QS 63 3RRUO\*UDGHG6DQG
62

QS 63 3RRUO\*UDGHG6DQG
62

QS *3 3RRUO\*UDGHG*UDYHO:LWK6DQG
SO9-33 0.00 6.10 6.10 94 92 91 90 89 89 89 88 87 85 70 28 10 4 3 3 SP Poorly Graded Sand 62

QS 6360 3RRUO\*UDGHG6DQG:LWK6LOW 62

QS 63 3RRUO\*UDGHG6DQG:LWK*UDYHO
62

QS 63 3RRUO\*UDGHG6DQG
62

QS 63 3RRUO\*UDGHG6DQG
62

QS 63 3RRUO\*UDGHG6DQG 62

QS 63 3RRUO\*UDGHG6DQG
SO9-40 0.00 5.49 5.49 96 93 90 88 85 81 77 70 60 48 29 11 5 3 2 2 SP Poorly Graded Sand Seive size (mm) 19 9.5 4.75 2.8 2 1.4 1 0.71 0.5 0.36 0.3 0.2 0.13 0.09 0.075 0.063 (ASTM - D 2487 ) Beach Classification
756 650
Table 5 (4 of 4): SAN CLEMENTE SHORELINE PROJECT - Borrow Area No.2 USACE VIBRACORE HOLES (JANUARY, 2003)

DEPTH THICKNESS BEACH SAND GRADATIONS ATTERBERG
HOLE (METERS) (METERS) ---SAND (sieve no.)--- Fines LIMITS CLASSIFICATION NO. TOP BOT 3/4 3/8 4 7 10 14 18 25 35 45 60 80 120 170 200 230 LL PI 62

QS 63 3RRUO\*UDGHG6DQG
62

QS 63 3RRUO\*UDGHG6DQG:LWK*UDYHO 62

QS 63 3RRUO\*UDGHG6DQG:LWK*UDYHO
62

QS 63 3RRUO\*UDGHG6DQG
SO9-41 0.00 4.88 4.88 99 96 95 94 94 92 92 90 84 74 45 16 7 3 2 2 SP Poorly Graded Sand Seive size (mm) 19 9.5 4.75 2.8 2 1.4 1 0.71 0.5 0.36 0.3 0.2 0.13 0.09 0.075 0.063 (ASTM - D 2487 ) Beach Classification
1RWH
,WDOLFL]HGHQWULHVDUHYDOXHVVXSSOLHGIURPDGLIIHUHQWLQWHUYDOZLWKVLPLODUYLVXDOO\ORJJHGFKDUDFWHULVWLFV LQWHUYDOQRWDQDO\]HG
,IFRUHORVVRFFXUVDWWRSRIKROHDQDO\]HGYDOXHIRUWKHILUVWUHFRYHUHGLQWHUYDOLVSURMHFWHGWRWKHVXUIDFH 757 651
Table 6 (1 of 3): SAN CLEMENTE SHORELINE PROJECT - Borrow Area No.2 USACE VIBRACORE HOLES (AUGUST, 2003)

DEPTH THICKNESS BEACH SAND GRADATIONS ATTERBERG
HOLE (METERS) (METERS) ---SAND (sieve no.)--- Fines LIMITS CLASSIFICATION NO. TOP BOT 3/4 3/8 4 7 10 14 18 25 35 45 60 80 120 170 200 230 LL PI 2

60 6LOW\6DQG
2
60 6LOW\6DQGO-1 0.00 1.52 1.52 100 100 100 100 100 100 100 100 100 99 97 94 91 70 41 24 SM Silty Sand 2
QS 63 3RRUO\*UDGHG6DQG:LWK*UDYHO 2

QS 60 6LOW\6DQG
2

QS 63 3RRUO\*UDGHG6DQG:LWK*UDYHO
O-2 0.00 3.48 3.48 86 84 82 80 80 79 78 76 76 74 63 46 29 15 9 6 SP-SM Poorly Graded Sand With Silt An 2

60 6LOW\6DQG
2

QS 60 6LOW\6DQG
2
QS 6360 3RRUO\*UDGHG6DQG:LWK6LOW$QG* O-3 0.00 2.87 2.87 98 97 96 95 95 94 94 94 94 93 92 86 69 44 28 18 SM Silty Sand 2

QS 6360 3RRUO\*UDGHG6DQG:LWK6LOW$QG* 2

QS 63 3RRUO\*UDGHG6DQG
O-4 0.00 2.50 2.50 90 88 87 85 85 84 83 82 80 76 62 29 15 9 6 4 SP Poorly Graded Sand With Silt 2

60 6LOW\6DQG2

60 6LOW\6DQG
2

QS 6360 3RRUO\*UDGHG6DQG:LWK6LOW
2

QS 6360 3RRUO\*UDGHG6DQG:LWK6LOW
O-5 0.00 3.35 3.35 98 98 98 98 98 98 98 98 97 97 94 84 62 34 20 12 SM Silty Sand 2

QS 63 3RRUO\*UDGHG6DQG2
QS 63 3RRUO\*UDGHG6DQG
2

QS 63 3RRUO\*UDGHG6DQG
2

QS 63 3RRUO\*UDGHG6DQG
O-6 0.00 4.33 4.33 100 100 99 96 94 92 90 87 81 72 44 14 5 3 3 2 SP Poorly Graded Sand 2

60 6LOW\6DQG
2
QS 63 3RRUO\*UDGHG6DQG O-7 0.00 2.10 2.10 93 92 91 90 90 90 90 90 89 89 70 39 31 24 14 9 SM Silty Sand 2

QS 60 6LOW\6DQG
2

QS 63 3RRUO\*UDGHG6DQG
2

QS 6360 3RRUO\*UDGHG6DQG:LWK6LOW
2

QS 63 3RRUO\*UDGHG6DQGO-8 0.00 3.75 3.75 98 98 97 97 97 96 96 95 93 86 52 23 14 11 8 6 SP Poorly Graded Sand With Silt 2

60 6LOW\6DQG
2

QS 6360 3RRUO\*UDGHG6DQG:LWK6LOW
2

QS 63 3RRUO\*UDGHG6DQG
2

QS 63 3RRUO\*UDGHG6DQG
O-9 0.00 4.57 4.57 100 100 100 99 99 98 98 97 94 88 57 24 15 12 9 6 SP Poorly Graded Sand With Silt Seive size (mm) 19 9.5 4.75 2.8 2 1.4 1 0.71 0.5 0.36 0.3 0.2 0.13 0.09 0.075 0.063 (ASTM - D 2487 ) Beach Classification
758 652
Table 6 (2 of 3): SAN CLEMENTE SHORELINE PROJECT - Borrow Area No.2 USACE VIBRACORE HOLES (AUGUST, 2003)

DEPTH THICKNESS BEACH SAND GRADATIONS ATTERBERG
HOLE (METERS) (METERS) ---SAND (sieve no.)--- Fines LIMITS CLASSIFICATION NO. TOP BOT 3/4 3/8 4 7 10 14 18 25 35 45 60 80 120 170 200 230 LL PI 2

60 6LOW\6DQG
2

QS 63 3RRUO\*UDGHG6DQG
O-10 0.00 2.29 2.29 98 97 96 96 96 95 95 95 95 93 73 38 23 17 12 9 SP Poorly Graded Sand With Silt 2

QS 60 6LOW\6DQG
2

QS 63 3RRUO\*UDGHG6DQG
2

QS 63 3RRUO\*UDGHG6DQG
O-11 0.00 3.66 3.66 100 97 97 97 96 96 95 94 92 83 53 21 10 6 5 3 SP-SM Poorly Graded Sand With Silt 2

QS 60 6LOW\6DQG
2

QS 63 3RRUO\*UDGHG6DQG:LWK*UDYHO 2
QS 63 3RRUO\*UDGHG6DQG:LWK*UDYHO O-12 0.00 3.20 3.20 89 82 78 74 72 70 68 66 62 57 43 25 19 14 9 7 SP-SM Poorly Graded Sand With Silt An 2

60 6LOW\6DQG
2

QS 63 3RRUO\*UDGHG6DQG
2

0/ 6LOW:LWK6DQGO-13 0.00 3.96 3.96 100 99 98 98 97 97 97 97 97 95 82 57 50 42 35 28 SM Silty Sand 2

QS 60 6LOW\6DQG
2

QS 63 3RRUO\*UDGHG6DQG:LWK*UDYHO
2

60 6LOW\6DQG
2

60 6LOW\6DQGO-14 0.00 3.32 3.32 96 95 94 94 94 93 93 93 92 91 87 63 42 29 23 19 SM Silty Sand 2

0/ 6DQG\6LOW
2

QS 63 3RRUO\*UDGHG6DQG
2

60 6LOW\6DQG
O-15 0.00 4.27 4.27 100 100 99 99 99 99 98 98 97 94 77 40 24 17 14 12 SM Silty Sand 2
QS 6360 3RRUO\*UDGHG6DQG:LWK6LOWDQG* 2

63 3RRUO\*UDGHG6DQG
2

63 3RRUO\*UDGHG6DQG2

60 6DQG\6LOWO-16 0.00 3.35 3.35 97 95 93 92 91 91 91 90 90 89 80 35 15 9 8 7 SP-SM Poorly Graded Sand With Silt 2

QS 60 6LOW\6DQG
2

QS 63 3RRUO\*UDGHG6DQG
2

QS 6360 3RRUO\*UDGHG6DQG:LWK6LOW
2

QS 6360 3RRUO\*UDGHG6DQG:LWK6LOW
O-17 0.00 3.84 3.84 100 99 99 99 99 98 98 98 97 96 86 58 32 17 11 8 SP-SM Poorly Graded Sand With Silt Seive size (mm) 19 9.5 4.75 2.8 2 1.4 1 0.71 0.5 0.36 0.3 0.2 0.13 0.09 0.075 0.063 (ASTM - D 2487 ) Beach Classification
759 653
Table 6 (3 of 3): SAN CLEMENTE SHORELINE PROJECT - Borrow Area No.2 USACE VIBRACORE HOLES (AUGUST, 2003)

60 6LOW\6DQG
O-18 0.00 4.57 4.57 99 98 97 97 97 96 96 96 96 95 86 61 40 21 15 14 SM Silty Sand 2

QS 60 6LOW\6DQG:LWK*UDYHO 2

QS 63 3RRUO\*UDGHG6DQG
O-19 0.00 2.26 2.26 93 91 89 89 88 87 87 87 86 83 62 30 18 13 8 6 SP Poorly Graded Sand With Silt 2

QS 60 6LOW\6DQG
2

QS 63 3RRUO\*UDGHG6DQG
2

QS 63 3RRUO\*UDGHG6DQG
O-20 0.00 3.90 3.90 100 100 99 99 98 98 98 97 96 94 77 36 15 9 6 5 SP Poorly Graded Sand With Silt 2

QS 60 6LOW\6DQG 2

QS 63 3RRUO\*UDGHG6DQG
O-21 0.00 2.44 2.44 97 96 95 94 94 93 93 92 91 86 61 30 18 11 7 5 SP Poorly Graded Sand With Silt 2

QS 60 6LOW\6DQG
2

QS 63 3RRUO\*UDGHG6DQG
2

QS 63 3RRUO\*UDGHG6DQG:LWK*UDYHO
O-22 0.00 2.90 2.90 97 94 92 91 90 89 88 87 86 82 58 27 19 13 8 6 SP Poorly Graded Sand With Silt 2

QS 60 6LOW\6DQG
2

QS 6360 3RRUO\*UDGHG6DQG:LWK6LOW
2

QS 63 3RRUO\*UDGHG6DQG
2

60 6LOW\6DQG
O-23 0.00 3.14 3.14 96 95 94 93 93 92 92 91 90 87 72 43 29 19 12 9 SP-SM Poorly Graded Sand With Silt 2

60 6LOW\6DQG
2

QS *3 3RRUO\*UDGHG*UDYHO:LWK6DQG
2

QS 63 3RRUO\*UDGHG6DQG:LWK*UDYHO 2

QS 63 3RRUO\*UDGHG6DQG
O-24 0.00 2.50 2.50 90 83 79 77 76 75 75 73 72 69 54 28 17 10 7 6 SP-SM Poorly Graded Sand With Silt An 2

QS 60 6LOW\6DQG
2

QS 60 6LOW\6DQG:LWK*UDYHO 2

QS 60 6LOW\6DQG
O-25 0.00 2.84 2.84 99 98 98 98 98 98 98 97 97 96 89 58 42 24 18 16 SM Silty Sand 2

60 6LOW\6DQG
2
QS 60 3RRUO\*UDGHG6DQG:LWK*UDYHO
2

QS 60 3RRUO\*UDGHG6DQG
2

QS 60 3RRUO\*UDGHG6DQG
2
60 6LOW\6DQG:LWK*UDYHO
O-26 0.00 3.51 3.51 96 94 92 92 91 91 90 90 90 87 62 31 22 16 13 10 SM Silty Sand Seive size (mm) 19 9.5 4.75 2.8 2 1.4 1 0.71 0.5 0.36 0.3 0.2 0.13 0.09 0.075 0.063 (ASTM - D 2487 ) Beach Classification
760 654
7DEOH6DQ&OHPHQWH6KRUHOLQH3URMHFW±5HFHLYLQJ%HDFK7UDQVHFWV*UDLQ6L]H'DWD 866WDQGDUG6LHYH6L]HV
PP

5HDFK7UDQVHFW
(OHY

P0//:

5HDFK
6&

RQO\UHFRYHU\ZDVDFPJUDYHO

5HDFK
6&

5HDFK
7

761 655
7DEOH

FRQWLQXHG
6DQ&OHPHQWH6KRUHOLQH3URMHFW±5HFHLYLQJ%HDFK7UDQVHFWV*UDLQ6L]H'DWD 866WDQGDUG6LHYH6L]HV
PP

5HDFK7UDQVHFW
(OHY

P0//:

5HDFK
0 1
/LQGD/DQH

5HDFK
6&

762 656
I I
............. ..1 ............................... . .............. i ! !
i ··············i
7DEOH

FRQWLQXHG
6DQ&OHPHQWH6KRUHOLQH3URMHFW±5HFHLYLQJ%HDFK7UDQVHFWV*UDLQ6L]H'DWD 866WDQGDUG6LHYH6L]HV
PP

5HDFK7UDQVHFW
(OHY

P0//:

5HDFK
6&

0 1
1RUWK%HDFK

127(6

([FHSWIRU0RIIDWWDQG1LFKRO
0 1
GDWDDOOVDPSOHVRXWWRP0//:ZHUHVXUIDFHJUDEVDPSOHVFROOHFWHGE\KDQGDQGVDPSOHVIURPP0//:DQGGHHSHUZHUHFROOHFWHG XVLQJDSHWLWHSRQDUJUDEVDPSOHU7KHVHVDPSOHVZHUHFROOHFWHG-XO\

6RPHRIWKH0RIIDWWDQG1LFKRO
0 1
GDWDKDVEHHQOLQHDUO\LQWHUSRODWHGWRPDWFKWKHVLHYHVL]HVXVHGE\WKH/RV$QJHOHV'LVWULFW 763 657
Table 8-a: SAN CLEMENTE SHORELINE PROJECT - BORROW SITE NO.2 USACE (2003) VIBRACORE HOLES (cut to 1m depth)

DEPTH THICKNESS BEACH SAND GRADATIONS
HOLE (METERS) (METERS) GRAVEL(mms) SAND (sieve no.) FINES (sieve no) CLASS NO. TOP BOT 19.1 9.5 4 7 10 14 18 25 35 45 60 80 120 170 200 230 O-1 0.00 1.00 1.00 100 100 100 100 100 99 99 99 99 99 96 92 88 69 40 25 SM Silty Sand O-2 0.00 1.00 1.00 82 79 76 75 75 75 74 74 73 71 48 15 6 4 3 2 SP Poorly Grad O-4 0.00 1.00 1.00 82 80 79 78 78 77 77 76 74 71 59 37 25 16 11 7 SP-SM Poorly GradO-6 0.00 1.00 1.00 100 100 100 100 100 100 100 100 98 91 62 21 8 5 4 3 SP Poorly GradO-7 0.00 1.00 1.00 97 97 97 96 96 96 96 96 95 95 85 66 60 46 27 17 SM Silty Sand O-8 0.00 1.00 1.00 99 99 99 98 98 97 97 96 95 89 65 40 33 25 16 10 SM Silty Sand O-9 0.00 1.00 1.00 100 100 100 100 100 99 99 99 98 96 82 54 44 37 25 16 SM Silty Sand O-10 0.00 1.00 1.00 99 98 98 98 97 96 96 96 96 95 82 56 44 35 24 18 SM Silty Sand O-11 0.00 1.00 1.00 100 96 96 95 94 93 93 91 87 73 39 18 13 10 8 5 SP-SM Poorly Grad O-12 0.00 1.00 1.00 98 95 92 90 89 87 86 84 82 79 70 58 52 38 23 15 SM Silty Sand O-15 0.00 1.00 1.00 100 100 99 99 99 98 98 98 98 98 89 49 31 23 18 14 SM Silty Sand O-16 0.00 1.00 1.00 92 87 82 80 78 77 77 76 76 75 66 28 11 6 5 4 SP-SM Poorly Grad O-17 0.00 1.00 1.00 100 98 96 95 95 94 93 93 92 91 86 66 51 38 25 16 SM Silty Sand O-18 0.00 1.00 1.00 94 90 87 85 85 84 84 83 83 82 70 34 20 15 12 9 SP-SM Poorly Grad O-19 0.00 1.00 1.00 91 86 85 84 83 82 82 81 80 77 64 42 34 26 18 13 SM Silty Sand WO-20 0.00 1.00 1.00 100 99 97 95 94 91 91 90 88 87 79 54 36 26 19 14 SM Silty Sand O-21 0.00 1.00 1.00 94 90 88 87 86 85 85 84 83 81 67 47 37 22 14 9 SM Silty Sand O-22 0.00 1.00 1.00 100 98 97 97 96 96 95 94 93 90 75 54 47 34 20 13 SM Silty Sand O-23 0.00 1.00 1.00 97 96 96 96 95 95 95 94 94 92 85 69 56 38 22 13 SM Silty Sand O-24 0.00 1.00 1.00 83 72 64 61 59 58 57 55 54 52 47 40 33 18 12 10 SP-SM Poorly Grad O-25 0.00 1.00 1.00 99 99 98 98 98 98 98 98 98 97 94 88 74 32 19 13 SM Silty Sand O-26 0.00 1.00 1.00 96 88 84 82 81 80 80 80 79 77 65 45 37 27 18 12 SM Silty Sand SO9-1 0.00 1.00 1.00 100 100 100 100 100 100 99 99 99 98 91 55 31 16 12 9 SP-SM Poorly Grad SO9-2 0.00 1.00 1.00 100 100 93 84 80 77 77 76 76 74 54 16 5 2 2 2 SP Poorly GradSO9-3 0.00 1.00 1.00 100 100 100 100 100 99 99 99 98 94 44 12 5 3 3 2 SP Poorly GradSO9-5 0.00 1.00 1.00 100 100 100 100 99 99 98 97 94 90 66 21 7 4 4 3 SP Poorly GradSO9-7 0.00 1.00 1.00 100 100 100 100 100 99 99 98 97 93 62 28 17 13 10 7 SP-SM Poorly GradSO9-8 0.00 1.00 1.00 100 100 100 100 100 100 100 99 93 77 45 17 7 5 4 4 SP Poorly Grad SO9-11 0.00 1.00 1.00 78 71 68 66 65 65 64 64 63 62 49 19 8 5 4 3 SP Poorly GradSO9-13 0.00 1.00 1.00 99 94 92 92 92 92 91 91 91 89 58 16 7 4 4 2 SP Poorly GradSO9-14 0.00 1.00 1.00 100 100 100 100 100 100 99 99 97 90 56 24 13 8 5 4 SP-SM Poorly Grad SO9-15A 0.00 1.00 1.00 91 88 86 86 86 86 86 86 85 84 70 31 15 10 10 8 SP-SM Poorly Grad SO9-18 0.00 1.00 1.00 100 100 100 99 99 99 98 97 96 92 75 35 16 5 3 2 SP Poorly GradSO9-19 0.00 1.00 1.00 72 64 63 62 62 61 60 59 57 54 37 13 6 4 3 3 SP Poorly GradSO9-20 0.00 1.00 1.00 100 100 100 100 100 99 99 99 99 98 88 33 11 4 3 2 SP Poorly GradSO9-22 0.00 1.00 1.00 100 100 100 100 99 99 98 97 96 94 92 88 85 59 34 22 SM Silty Sand SO9-24 0.00 1.00 1.00 89 81 74 66 62 59 57 55 54 51 40 25 17 14 12 9 SP-SM Poorly Grad SO9-26 0.00 1.00 1.00 89 85 84 82 81 81 80 79 78 77 69 43 32 19 12 7 SP-SM Poorly GradSO9-27 0.00 1.00 1.00 100 100 100 100 100 100 100 99 99 96 71 19 5 3 2 2 SP Poorly GradSO9-28 0.00 1.00 1.00 86 81 79 79 78 78 78 78 78 77 73 55 32 20 18 17 SM Silty Sand WSO9-29 0.00 1.00 1.00 100 100 100 99 98 97 97 97 96 95 67 25 13 7 5 4 SP-SM Poorly GradSO9-31 0.00 1.00 1.00 100 100 100 99 99 98 98 97 97 94 75 28 11 8 6 4 SP-SM Poorly GradSO9-32 0.00 1.00 1.00 75 68 66 64 63 63 62 61 59 57 48 38 33 29 20 12 SM Silty Sand WSO9-33 0.00 1.00 1.00 86 81 80 79 79 78 78 78 77 77 68 26 9 4 3 2 SP Poorly GradSO9-40 0.00 1.00 1.00 89 83 79 75 72 67 63 57 51 46 31 13 6 4 2 2 SP Poorly GradSO9-41 0.00 1.00 1.00 100 100 100 99 98 96 95 93 90 86 66 28 12 4 1 1 SP Poorly Grad TOTAL 46.00 4357.0 4243.0 4174.0 4120.0 4088.0 4049.0 4027.0 3991.0 3935.0 3803.0 3070.0 1781.0 1243.0 844.0 565.0 391.0

94.7 92.2 90.7 89.6 88.9 88.0 87.5 86.8 85.5 82.7 66.7 38.7 27.0 18.3 12.3 8.5 SP-SM Poorly Grad Seive size (mm) 19 9.5 4.75 2.8 2 1.4 1 0.71 0.5 0.355 0.25 0.18 0.125 0.09 0.075 0.063 (ASTM - D 2487 ) Beach Classification
764 658
Table 8-b: SAN CLEMENTE BEACH PROJECT - BORROW SITE NO.2 USACE (2003) VIBRACORE HOLES (cut to 2m depth)

DEPTH THICKNESS BEACH SAND GRADATIONS
HOLE (METERS) (METERS) GRAVEL(mms) SAND (sieve no.) FINES (sieve no) CLASS NO. TOP BOT 19.1 9.5 4 7 10 14 18 25 35 45 60 80 120 170 200 230 O-2 0.00 2.00 2.00 89 87 85 84 84 84 83 83 82 81 66 43 26 15 10 6 SP-SM Poorly Grad O-4 0.00 2.00 2.00 88 86 85 83 83 82 81 80 78 75 61 31 17 11 7 5 SP-SM Poorly GradO-6 0.00 2.00 2.00 100 100 100 100 100 100 100 99 95 86 55 18 7 4 4 3 SP Poorly GradO-7 0.00 2.00 2.00 93 92 91 91 91 91 91 90 90 89 70 40 32 25 15 10 SM Silty Sand O-8 0.00 2.00 2.00 97 97 96 95 95 94 94 94 92 85 53 26 19 15 10 7 SP-SM Poorly Grad O-9 0.00 2.00 2.00 100 99 99 99 99 98 98 98 97 95 73 37 26 22 15 10 SM Silty Sand O-10 0.00 2.00 2.00 98 97 97 97 96 95 95 95 95 94 74 40 26 19 13 10 SM Silty Sand O-11 0.00 2.00 2.00 100 95 95 95 93 93 93 91 87 73 39 15 9 6 5 4 SP-SM Poorly Grad O-12 0.00 2.00 2.00 96 91 87 84 82 79 77 75 71 67 52 34 28 20 13 9 SM Silty Sand O-15 0.00 2.00 2.00 100 100 99 99 99 99 98 98 98 97 84 39 20 13 10 8 SP-SM Poorly Grad O-16 0.00 2.00 2.00 95 91 88 86 85 84 84 84 84 83 74 32 11 5 4 4 SP Poorly GradO-17 0.00 2.00 2.00 100 99 98 97 97 97 96 96 95 94 82 51 32 22 14 9 SM Silty Sand O-18 0.00 2.00 2.00 97 95 93 93 92 92 92 92 92 90 74 30 14 9 7 6 SP-SM Poorly Grad O-19 0.00 2.00 2.00 93 90 89 88 87 87 87 86 85 82 62 31 19 14 9 7 SP-SM Poorly GradO-20 0.00 2.00 2.00 100 100 98 97 97 96 95 95 93 92 80 44 23 15 11 8 SP-SM Poorly GradO-21 0.00 2.00 2.00 97 95 94 93 93 92 92 91 90 85 62 33 21 13 8 6 SP-SM Poorly GradO-22 0.00 2.00 2.00 99 97 97 96 96 95 95 94 93 90 66 34 25 18 11 8 SP-SM Poorly GradO-23 0.00 2.00 2.00 95 94 93 92 92 92 91 91 90 88 76 52 37 24 15 9 SM Silty Sand O-24 0.00 2.00 2.00 87 79 74 72 71 69 69 67 66 63 50 29 19 11 7 6 SP-SM Poorly Grad O-25 0.00 2.00 2.00 98 98 97 97 97 97 97 96 96 95 89 64 49 26 18 15 SM Silty Sand O-26 0.00 2.00 2.00 98 94 92 91 91 90 90 90 89 88 64 30 21 15 10 7 SP-SM Poorly Grad SO9-1 0.00 2.00 2.00 100 100 100 100 100 100 99 99 99 98 91 55 31 16 12 9 SP-SM Poorly GradSO9-2 0.00 2.00 2.00 93 89 83 76 73 71 71 70 70 68 49 15 5 2 2 2 SP Poorly GradSO9-3 0.00 2.00 2.00 100 100 100 100 100 99 99 99 98 94 44 12 5 3 3 2 SP Poorly GradSO9-5 0.00 2.00 2.00 100 100 100 100 99 99 98 97 94 90 66 21 7 4 4 3 SP Poorly GradSO9-7 0.00 2.00 2.00 99 95 93 93 92 91 91 90 89 86 61 33 23 18 13 8 SM Silty Sand SO9-8 0.00 2.00 2.00 100 100 100 100 100 100 100 99 92 75 43 16 7 5 4 4 SP Poorly Grad SO9-11 0.00 2.00 2.00 89 86 83 82 81 81 80 79 79 76 60 24 10 5 5 4 SP-SM Poorly GradSO9-13 0.00 2.00 2.00 99 96 95 94 94 94 94 94 93 91 61 16 6 3 3 2 SP Poorly GradSO9-14 0.00 2.00 2.00 100 100 100 100 100 100 99 99 96 88 52 22 11 7 5 4 SP-SM Poorly Grad SO9-15A 0.00 2.00 2.00 95 94 93 93 93 93 93 93 92 91 74 29 12 7 7 6 SP-SM Poorly Grad SO9-18 0.00 2.00 2.00 100 100 100 99 99 99 98 97 96 92 75 35 16 5 3 2 SP Poorly GradSO9-19 0.00 2.00 2.00 86 77 73 71 70 69 68 67 65 61 39 13 6 5 4 3 SP Poorly GradSO9-20 0.00 2.00 2.00 100 100 100 100 100 99 99 99 99 98 88 33 11 4 3 2 SP Poorly GradSO9-22 0.00 2.00 2.00 93 92 91 90 89 89 88 87 85 83 77 68 63 45 28 20 SM Silty Sand SO9-24 0.00 2.00 2.00 70 67 61 56 55 52 51 50 49 47 38 24 17 13 11 9 SP-SM Poorly Grad SO9-26 0.00 2.00 2.00 93 90 89 89 88 88 87 87 86 85 67 31 19 11 8 5 SP-SM Poorly GradSO9-27 0.00 2.00 2.00 100 100 100 100 100 100 100 99 99 96 71 19 5 3 2 2 SP Poorly GradSO9-28 0.00 2.00 2.00 93 91 90 89 89 89 89 89 89 88 86 66 30 14 11 10 SP-SM Poorly GradSO9-29 0.00 2.00 2.00 100 100 100 99 98 97 97 97 96 95 67 25 13 7 5 4 SP-SM Poorly GradSO9-31 0.00 2.00 2.00 100 100 100 99 99 98 98 97 97 94 76 30 11 7 5 4 SP-SM Poorly GradSO9-32 0.00 2.00 2.00 88 84 83 82 82 81 80 80 78 72 48 28 20 16 12 8 SP-SM Poorly GradSO9-33 0.00 2.00 2.00 93 91 90 90 89 89 89 89 88 87 74 30 11 4 3 3 SP Poorly GradSO9-40 0.00 2.00 2.00 89 83 79 75 72 67 63 57 51 46 31 13 6 4 2 2 SP Poorly GradSO9-41 0.00 2.00 2.00 100 98 97 96 95 93 92 90 87 83 63 27 11 4 1 1 SP Poorly Grad TOTAL 90.00 8600.0 8418.0 8294.0 8204.0 8154.0 8088.0 8042.0 7978.0 7850.0 7552.0 5814.0 2876.0 1674.0 1068.0 744.0 552.0

95.6 93.5 92.2 91.2 90.6 89.9 89.4 88.6 87.2 83.9 64.6 32.0 18.6 11.9 8.3 6.1 SP-SM Poorly Grad Seive size (mm) 19 9.5 4.75 2.8 2 1.4 1 0.71 0.5 0.355 0.25 0.18 0.125 0.09 0.075 0.063 (ASTM - D 2487 ) Beach Classification
765 659
Table 8-c: SAN CLEMENTE BEACH PROJECT - BORROW SITE NO.2 USACE (2003) VIBRACORE HOLES (cut to 3m depth)

DEPTH THICKNESS BEACH SAND GRADATIONS
HOLE (METERS) (METERS) GRAVEL(mms) SAND (sieve no.) FINES (sieve no) CLASS NO. TOP BOT 19.1 9.5 4 7 10 14 18 25 35 45 60 80 120 170 200 230 O-2 0.00 3.00 3.00 88 86 84 83 83 82 82 81 80 78 67 49 31 16 10 7 SP-SM Poorly Grad O-4 0.00 2.50 2.50 90 88 87 85 85 84 83 82 80 76 62 29 15 9 6 4 SP-SM Poorly GradO-6 0.00 3.00 3.00 100 100 100 100 100 100 100 98 92 82 51 16 6 4 3 2 SP Poorly GradO-8 0.00 3.00 3.00 98 97 97 96 96 95 95 94 92 84 51 24 16 13 9 7 SP-SM Poorly GradO-9 0.00 3.00 3.00 100 100 100 100 100 99 99 98 97 93 65 30 19 16 11 8 SP-SM Poorly Grad O-11 0.00 3.00 3.00 100 96 96 96 95 95 95 94 90 80 49 19 10 6 5 3 SP-SM Poorly GradO-12 0.00 3.00 3.00 89 83 79 75 73 71 69 67 63 58 44 26 20 14 10 7 SP-SM Poorly GradO-15 0.00 3.00 3.00 100 100 100 100 100 99 99 99 98 96 80 35 16 10 7 6 SP-SM Poorly GradO-16 0.00 3.00 3.00 96 94 92 91 90 90 90 89 89 88 79 31 10 5 3 3 SP Poorly GradO-17 0.00 3.00 3.00 100 99 99 98 98 98 98 97 97 96 86 59 34 19 13 9 SM Silty Sand O-18 0.00 3.00 3.00 98 97 96 95 95 95 95 94 94 93 80 44 22 11 8 7 SP Poorly Grad O-20 0.00 3.00 3.00 100 100 99 98 98 97 97 96 95 94 79 39 18 11 8 6 SP Poorly GradO-21 0.00 2.44 2.44 97 96 95 94 94 93 93 92 91 86 61 30 18 11 7 5 SP Poorly GradO-22 0.00 2.90 2.90 97 94 92 91 90 89 88 87 86 82 58 27 19 13 8 6 SP Poorly GradO-23 0.00 3.00 3.00 96 94 94 93 93 92 92 91 90 87 72 43 28 18 12 8 SP-SM Poorly GradO-24 0.00 2.50 2.50 90 83 79 77 76 75 75 73 72 69 54 28 17 10 7 6 SP-SM Poorly GradO-25 0.00 2.84 2.84 99 98 98 98 98 98 98 97 97 96 89 58 42 24 18 16 SM Silty Sand O-26 0.00 3.00 3.00 98 95 94 93 93 92 92 92 91 89 61 27 18 13 10 7 SP-SM Poorly Grad SO9-1 0.00 3.00 3.00 100 99 97 97 97 97 96 96 96 95 86 47 26 14 10 8 SP-SM Poorly GradSO9-2 0.00 3.00 3.00 85 78 73 68 66 64 64 64 64 62 43 13 5 2 2 2 SP Poorly GradSO9-3 0.00 3.00 3.00 100 100 100 100 99 99 98 98 97 93 44 12 5 3 3 2 SP Poorly GradSO9-5 0.00 3.00 3.00 100 100 100 100 99 99 98 97 94 90 66 20 7 4 4 3 SP Poorly GradSO9-7 0.00 3.00 3.00 91 83 79 78 77 77 76 75 74 72 51 27 19 15 11 6 SP-SM Poorly GradSO9-8 0.00 3.00 3.00 100 100 100 100 100 100 100 97 88 68 38 14 6 4 3 3 SP Poorly Grad SO9-11 0.00 3.00 3.00 93 90 88 87 86 86 85 84 84 81 64 25 10 6 5 4 SP-SM Poorly GradSO9-13 0.00 3.00 3.00 99 97 95 95 95 95 94 94 94 92 62 17 6 3 3 2 SP Poorly GradSO9-14 0.00 3.00 3.00 100 100 100 100 100 100 99 98 94 84 48 20 11 7 5 4 SP-SM Poorly Grad SO9-15A 0.00 3.00 3.00 97 96 95 95 95 95 95 95 94 93 75 28 11 6 6 5 SP-SM Poorly Grad SO9-18 0.00 3.00 3.00 98 98 98 97 97 96 96 94 92 87 70 31 13 4 3 2 SP Poorly GradSO9-19 0.00 3.00 3.00 86 77 72 69 68 67 66 65 63 59 38 12 6 4 3 3 SP Poorly GradSO9-20 0.00 3.00 3.00 99 99 98 98 98 97 97 97 97 96 86 37 14 5 3 2 SP Poorly GradSO9-22 0.00 3.00 3.00 94 93 92 91 91 90 89 87 82 77 65 51 44 32 20 14 SM Silty Sand SO9-24 0.00 3.00 3.00 75 71 67 64 63 61 60 59 59 57 46 26 15 11 9 8 SP-SM Poorly Grad SO9-26 0.00 3.00 3.00 95 94 93 93 92 92 92 91 91 90 70 28 15 9 6 4 SP-SM Poorly GradSO9-27 0.00 3.00 3.00 100 100 100 100 100 100 100 99 99 96 71 19 5 3 2 2 SP Poorly GradSO9-28 0.00 3.00 3.00 94 94 93 93 93 93 93 93 93 92 90 70 30 12 9 8 SP-SM Poorly GradSO9-29 0.00 3.00 3.00 95 95 95 94 93 92 92 92 91 90 65 24 12 6 4 4 SP Poorly GradSO9-31 0.00 3.00 3.00 94 91 90 89 89 88 88 88 87 86 72 30 11 6 4 3 SP Poorly GradSO9-32 0.00 3.00 3.00 92 89 89 88 88 88 87 86 84 77 49 25 15 12 9 6 SP-SM Poorly GradSO9-33 0.00 3.00 3.00 95 94 93 93 93 93 93 92 91 89 75 30 11 4 3 3 SP Poorly GradSO9-40 0.00 3.00 3.00 92 88 84 81 78 73 68 60 53 46 31 13 6 3 2 2 SP Poorly GradSO9-41 0.00 3.00 3.00 98 93 91 90 90 88 87 86 82 77 56 22 9 3 1 1 SP Poorly Grad TOTAL 124.18 11854.1 11592.7 11427.9 11310.6 11254.2 11165.8 11103.4 10970.8 10759.9 10283.8 7834.8 3707.7 1978.3 1182.2 840.9 643.0

95.5 93.4 92.0 91.1 90.6 89.9 89.4 88.3 86.6 82.8 63.1 29.9 15.9 9.5 6.8 5.2 SP-SM Poorly Grad Seive size (mm) 19 9.5 4.75 2.8 2 1.4 1 0.71 0.5 0.355 0.25 0.18 0.125 0.09 0.075 0.063 (ASTM - D 2487 ) Beach Classification
766 660
Table 8-d: SAN CLEMENTE BEACH PROJECT - BORROW SITE NO.2 USACE (2003) VIBRACORE HOLES (cut to 4m depth)

DEPTH THICKNESS BEACH SAND GRADATIONS
HOLE (METERS) (METERS) GRAVEL(mms) SAND (sieve no.) FINES (sieve no) CLASS NO. TOP BOT 19.1 9.5 4 7 10 14 18 25 35 45 60 80 120 170 200 230 O-2 0.00 3.48 3.48 86 84 82 80 80 79 78 76 76 74 63 46 29 15 9 6 SP-SM Poorly Grad O-6 0.00 4.00 4.00 100 100 99 97 96 95 93 91 85 75 46 14 5 3 3 2 SP Poorly GradO-8 0.00 3.75 3.75 98 98 97 97 97 96 96 95 93 86 52 23 14 11 8 6 SP-SM Poorly GradO-9 0.00 4.00 4.00 100 100 100 99 99 98 98 97 95 89 59 25 16 13 9 7 SP-SM Poorly Grad O-11 0.00 3.66 3.66 100 97 97 97 96 96 95 94 92 83 53 21 10 6 5 3 SP-SM Poorly GradO-12 0.00 3.20 3.20 89 82 78 74 72 70 68 66 62 57 43 25 19 14 9 7 SP-SM Poorly GradO-15 0.00 4.00 4.00 100 100 99 99 99 99 98 98 97 94 78 39 22 16 13 11 SM Silty Sand O-16 0.00 3.35 3.35 97 95 93 92 91 91 91 90 90 89 80 35 15 9 8 7 SP-SM Poorly Grad O-17 0.00 3.84 3.84 100 99 99 99 99 98 98 98 97 96 86 58 32 17 11 8 SP-SM Poorly GradO-18 0.00 4.00 4.00 98 97 97 96 96 96 96 96 96 95 85 56 35 18 13 12 SM Silty Sand O-20 0.00 3.90 3.90 100 100 99 99 98 98 98 97 96 94 77 36 15 9 6 5 SP Poorly Grad O-26 0.00 3.51 3.51 96 94 92 92 91 91 90 90 90 87 62 31 22 16 13 10 SM Silty Sand SO9-1 0.00 4.00 4.00 100 99 98 97 97 97 96 96 96 95 82 41 21 11 9 7 SP-SM Poorly Grad SO9-3 0.00 4.00 4.00 100 100 99 98 98 97 97 97 96 92 43 12 5 3 3 3 SP Poorly GradSO9-5 0.00 4.00 4.00 100 100 100 100 99 99 99 98 96 92 65 18 6 3 3 3 SP Poorly GradSO9-7 0.00 3.96 3.96 92 85 82 81 80 80 79 78 78 75 51 25 16 12 9 5 SP-SM Poorly GradSO9-8 0.00 4.00 4.00 100 100 100 99 97 95 94 91 81 62 34 13 5 3 3 3 SP Poorly Grad SO9-11 0.00 4.00 4.00 95 93 90 89 88 88 87 86 86 84 65 26 10 6 6 5 SP-SM Poorly GradSO9-13 0.00 4.00 4.00 99 98 96 96 96 96 95 95 95 93 63 18 6 3 3 2 SP Poorly GradSO9-14 0.00 3.96 3.96 100 100 100 100 99 98 96 94 89 79 45 19 10 6 5 4 SP-SM Poorly Grad SO9-15A 0.00 4.00 4.00 98 97 97 96 96 96 96 96 96 95 76 28 10 5 5 4 SP-SM Poorly Grad SO9-18 0.00 4.00 4.00 98 97 96 95 95 94 93 90 85 79 62 26 11 4 2 2 SP Poorly GradSO9-19 0.00 3.66 3.66 84 74 70 67 66 65 64 63 61 58 37 12 6 4 3 3 SP Poorly GradSO9-20 0.00 3.20 3.20 100 99 99 98 98 97 97 97 97 96 87 39 16 6 4 3 SP Poorly GradSO9-22 0.00 4.00 4.00 95 95 94 93 93 92 91 88 82 75 59 43 35 24 16 11 SM Silty Sand SO9-24 0.00 3.96 3.96 81 78 75 73 71 70 70 68 67 65 51 25 14 9 8 7 SP-SM Poorly Grad SO9-26 0.00 3.96 3.96 95 92 90 89 89 88 88 88 87 86 66 26 13 8 6 4 SP-SM Poorly GradSO9-27 0.00 4.00 4.00 100 100 99 99 99 99 99 98 98 95 70 19 5 3 2 2 SP Poorly GradSO9-28 0.00 4.00 4.00 96 95 95 95 95 95 95 95 94 94 92 72 30 11 8 7 SP-SM Poorly GradSO9-29 0.00 4.00 4.00 94 94 94 93 92 92 92 92 91 90 67 24 11 6 4 3 SP Poorly GradSO9-31 0.00 4.00 4.00 95 93 92 91 91 91 91 90 90 88 74 30 11 5 4 3 SP Poorly GradSO9-32 0.00 4.00 4.00 94 92 91 91 91 91 90 89 87 80 49 24 13 10 7 5 SP-SM Poorly GradSO9-33 0.00 4.00 4.00 96 95 95 95 95 94 94 94 93 91 75 30 11 4 3 3 SP Poorly GradSO9-40 0.00 4.00 4.00 94 91 87 85 82 78 73 65 56 46 29 12 5 3 2 2 SP Poorly GradSO9-41 0.00 4.00 4.00 98 95 94 93 92 91 90 88 84 75 49 18 7 3 2 1 SP Poorly Grad TOTAL 135.39 13038.2 12813.0 12649.6 12532.5 12452.1 12363.9 12267.3 12107.9 11833.5 11248.2 8407.3 3889.3 1962.7 1147.3 861.2 677.3

96.3 94.6 93.4 92.6 92.0 91.3 90.6 89.4 87.4 83.1 62.1 28.7 14.5 8.5 6.4 5.0 SP-SM Poorly Grad Seive size (mm) 19 9.5 4.75 2.8 2 1.4 1 0.71 0.5 0.355 0.25 0.18 0.125 0.09 0.075 0.063 (ASTM - D 2487 ) Beach Classification
767 661
Table 8-e: SAN CLEMENTE BEACH PROJECT - BORROW SITE NO.2 USACE (2003) VIBRACORE HOLES (cut to 5m depth)

DEPTH THICKNESS BEACH SAND GRADATIONS
HOLE (METERS) (METERS) GRAVEL(mms) SAND (sieve no.) FINES (sieve no) CLASS NO. TOP BOT 19.1 9.5 4 7 10 14 18 25 35 45 60 80 120 170 200 230 O-6 0.00 4.33 4.33 100 100 99 96 94 92 90 87 81 72 44 14 5 3 3 2 SP Poorly Grad O-9 0.00 4.57 4.57 100 100 100 99 99 98 98 97 94 88 57 24 15 12 9 6 SP Poorly Grad O-15 0.00 4.27 4.27 100 100 99 99 99 99 98 98 97 94 77 40 24 17 14 12 SM Silty Sand O-18 0.00 4.57 4.57 99 98 97 97 97 96 96 96 96 95 86 61 40 21 15 14 SM Silty Sand SO9-1 0.00 5.00 5.00 100 99 98 98 97 97 97 97 96 95 79 37 19 10 8 6 SP-SM Poorly Grad SO9-3 0.00 4.57 4.57 99 98 97 96 96 95 95 95 94 89 42 11 5 3 3 3 SP Poorly GradSO9-5 0.00 5.00 5.00 100 100 100 100 99 99 99 98 97 93 64 17 5 3 3 2 SP Poorly GradSO9-7 0.00 3.96 3.96 92 85 82 81 80 80 79 78 78 75 51 25 16 12 9 5 SP-SM Poorly GradSO9-8 0.00 4.88 4.88 99 96 89 88 85 83 82 80 71 54 30 11 4 3 3 3 SP Poorly Grad SO9-11 0.00 5.00 5.00 96 94 92 91 90 90 89 88 88 85 67 26 10 6 6 5 SP-SM Poorly GradSO9-13 0.00 4.57 4.57 100 98 97 96 96 96 96 96 95 93 63 18 6 3 3 2 SP Poorly GradSO9-14 0.00 3.96 3.96 100 100 100 100 99 98 96 94 89 79 45 19 10 6 5 4 SP-SM Poorly Grad SO9-15A 0.00 5.00 5.00 98 98 97 97 97 97 97 97 96 95 76 28 10 5 5 4 SP-SM Poorly Grad SO9-18 0.00 5.00 5.00 97 96 95 94 94 93 92 89 84 77 57 23 9 4 2 2 SP Poorly GradSO9-22 0.00 5.00 5.00 96 96 95 95 94 93 93 90 84 75 53 36 29 20 13 10 SP-SM Poorly GradSO9-24 0.00 3.96 3.96 81 78 75 73 71 70 70 68 67 65 51 25 14 9 8 7 SP-SM Poorly GradSO9-26 0.00 3.96 3.96 95 92 90 89 89 88 88 88 87 86 66 26 13 8 6 4 SP-SM Poorly GradSO9-27 0.00 5.00 5.00 100 99 98 98 98 97 97 96 95 91 65 18 5 3 2 2 SP Poorly GradSO9-28 0.00 5.00 5.00 97 96 96 96 96 96 96 96 96 95 94 74 30 10 7 6 SP-SM Poorly GradSO9-29 0.00 5.00 5.00 95 95 95 94 94 93 93 93 93 92 71 24 10 5 4 3 SP Poorly GradSO9-31 0.00 5.00 5.00 96 94 94 93 93 92 92 92 92 90 76 31 11 5 4 3 SP Poorly GradSO9-32 0.00 5.00 5.00 95 94 93 93 93 93 92 91 89 81 49 23 11 8 6 5 SP-SM Poorly GradSO9-33 0.00 5.00 5.00 97 96 96 96 95 95 95 94 94 91 75 30 11 4 3 3 SP Poorly GradSO9-40 0.00 5.00 5.00 95 92 89 87 84 80 76 68 58 46 28 11 5 3 2 2 SP Poorly GradSO9-41 0.00 4.88 4.88 99 96 95 94 94 92 92 90 84 74 45 16 7 3 2 2 SP Poorly Grad TOTAL 117.48 11412.4 11248.3 11100.3 11018.0 10938.9 10840.1 10775.4 10623.5 10334.5 9743.6 7132.2 3150.4 1514.3 861.7 670.2 542.8

97.1 95.7 94.5 93.8 93.1 92.3 91.7 90.4 88.0 82.9 60.7 26.8 12.9 7.3 5.7 4.6 SP-SM Poorly Grad Seive size (mm) 19 9.5 4.75 2.8 2 1.4 1 0.71 0.5 0.355 0.25 0.18 0.125 0.09 0.075 0.063 (ASTM - D 2487 ) Beach Classification
768 662
Table 8-f: SAN CLEMENTE BEACH PROJECT - BORROW SITE NO.2 USACE (2003) VIBRACORE HOLES (cut to 6m depth)

DEPTH THICKNESS BEACH SAND GRADATIONS
HOLE (METERS) (METERS) GRAVEL(mms) SAND (sieve no.) FINES (sieve no) CLASS NO. TOP BOT 19.1 9.5 4 7 10 14 18 25 35 45 60 80 120 170 200 230 SO9-1 0.00 5.58 5.58 100 100 99 98 98 98 97 97 97 95 79 36 18 9 7 6 SP-SM Poorly Grad SO9-5 0.00 6.00 6.00 100 100 100 100 100 100 99 99 97 94 63 16 5 3 3 2 SP Poorly Grad SO9-11 0.00 5.03 5.03 96 94 92 91 90 90 89 88 88 85 67 26 10 6 6 5 SP-SM Poorly Grad SO9-15A 0.00 5.79 5.79 98 98 98 98 98 98 98 98 97 96 77 28 10 5 5 4 SP-SM Poorly Grad SO9-18 0.00 6.00 6.00 98 96 95 94 94 93 92 89 85 77 55 22 9 3 2 2 SP Poorly GradSO9-22 0.00 6.00 6.00 97 96 96 96 95 94 94 91 85 75 49 31 25 18 12 9 SP-SM Poorly GradSO9-27 0.00 6.00 6.00 100 99 98 97 97 97 97 95 94 88 59 16 5 3 2 2 SP Poorly GradSO9-28 0.00 5.79 5.79 98 97 96 96 96 96 96 96 96 96 94 74 29 9 7 5 SP-SM Poorly GradSO9-29 0.00 5.64 5.64 96 96 96 95 95 94 94 94 94 92 72 25 10 5 4 3 SP Poorly GradSO9-31 0.00 6.00 6.00 97 95 95 94 94 94 94 93 93 92 79 31 11 5 3 3 SP Poorly GradSO9-32 0.00 6.00 6.00 96 95 94 94 94 94 93 93 90 82 49 22 11 7 6 5 SP-SM Poorly GradSO9-33 0.00 6.00 6.00 95 93 92 91 90 90 90 89 88 86 71 28 10 4 3 3 SP Poorly GradSO9-40 0.00 5.49 5.49 96 93 90 88 85 81 77 70 60 48 29 11 5 3 2 2 SP Poorly Grad TOTAL 75.32 7342.2 7255.9 7194.0 7142.8 7109.3 7069.7 7019.1 6915.6 6752.9 6415.7 4883.2 2119.6 916.4 464.1 358.3 294.6

97.5 96.3 95.5 94.8 94.4 93.9 93.2 91.8 89.7 85.2 64.8 28.1 12.2 6.2 4.8 3.9 SP-SM Poorly Grad Seive size (mm) 19 9.5 4.75 2.8 2 1.4 1 0.71 0.5 0.355 0.25 0.18 0.125 0.09 0.075 0.063 (ASTM - D 2487 ) Beach Classification
769 663
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778 672
779 673
Table 11 . San Clemente Shoreline Project - Overfill Factors Sorting Mean
Area <l>os <l>a, Oct, Mcp Ratio Difference RA
Reach I (n) -0.85 0.23 1.69 3.64 4.84 1.80 1.85
Borrow Area 2 ----- -·-·--to_ I m depth (b) -'!:~~-·--·- _1.31 2.27 ---~ ~~---·--~-.4_1 __ 2_.o_o_ .. ?.-}~ .. -- 1.11 0.29 ·--··-··L~_o_ to 2 m depth (b) -3.83 _ _ l._49 __ 2_.2_0 __ 3_. l8 4.13 1.75 2.29 __ 0_.9_7 ___ 0_.2_4 _ _ ... } :~-9- -----··to 3 m dept.!) __ (b) -4.25 1.35 2. 17 3.00 } _.J_~------L·_78 __ .. 2.17 0.99 ___ 0._18_. _ _!1_? .... _ to_ 4 ~.~~) -3.25 1.35 2.1s 2.96_ ... _3.99 __ ,__ !:~L ____ l :L?... _ o_._89 ___ 0_.1_1 __ 1.45 _ t_o_5 _!11 depth (b)_.:~:~.~-··-··!).8 2.13 2.87 3.99 1.51 2.13 __ 0_._84 ___ 0_.1_5 __ .. _L~?- to 6 m depth (b) -2.25 l.52 2.17 2.85 3.74 1.33 2.18 0.74 0.18 1.87 Reach 3 (n)_._____ 0.49 1.31 ·-~~~-----} _._~Q 3.99 1.15 2.49 Borrow Area 2
-···· to.l_m.d~ {b)
·-··· to 2 m_ deeQi (b)
to 3 m dee!b..<P.L
to 4 m de.e!_~L
to 5 m.~.«:E!.~.C~L
to 6 m depth (b)
Same as Reach I
.1.17 .. Reach4(n) 0.15 1.04 2.16 .~2_0_ ·---·~_.~90 __ _ 2.13 Borrow A_~~_a _2 _____ ______ _
_ ___ to_)_m.depth (b)
- ·- to 2. m de~th_Q,_L
- ·· to 3.m.dep)h_{b) .
to 4 ~.~~E!hci~L __ t_o_5 m depth(b L
to 6 m depth (b)
Reach 5 (n}_ __ ......... _0_.8_6 __ 1_.6_0
Borrow Area 2
Same as Reach I

2.51 3.63 4.08 l.05 2.58
·-·--··-· ····················------·········----··-·······---······--·--·- - · to J m d~pth (bL ·- ---- to 2. fl"!. dep~(b)_
___ to 3.m ~epyh (b)_
-·--to 4 _ m ~!!pth {b) __
__ to_ 5. m _ depth {b L
to 6 m depth (b)
Same as Reach 1
Reach 6 ('!l. ______ __ o_.8_1 __ 1_. 7_8 _ _ 2._82 __ 3._,6~7 __ 5_._57 1.27 2.76 Borrow Area 2 ----------------------------- to 1 m dept~_~ )_ to 2 m depth(b) ..
. to 3 m depth (b )__
--- ·-~ -~ m depth (b )__
- -·-~~1_ m ~~pth (b)_
to 6 m depth (b)
Reach 7 (!!)_._ 1 .11
Borrow Area 2 r------------ to I m dept.~_(2)__
__ to 2 _ m depth(b)
_ to 3 m depth (~)_
_._. to.4 m depth(b)
1o 5 m depth (b)
to 6 m depth (b)

1.88 Same as Reach l

3.01 3.54 3.99 0.89 2.81
Same as Reach l
----- ----------- ---

1.74 -0. JO 1.25 ·---------------------.. ------------------ 1.52 -0. 17 1.16 ·----·- 1.55 -0.27 1.14 - - ---·····--··--·-·-·· 1.39 -029 1.09

1.31 -0.31 1.06 - ----······----······-·····-- I.I 5 -0.27 1.01

1.72 0.21 1.38 -------~--------- 1.50 0.14 1.28

1.53 0.04 1.25 .. - - -·------- ----------- 1.38 0.02 1.19 -·-···------ 1.29 0.00 1.14 ··--·-· -·-·------- I.J4 0,04 1.08 --- -··--·······-··-·--··--··--- -····- 1.92 -0. L9 1.26 ----------------------- 1.67 -0.28 I.I 8 ·--·-·-·-----

1.71 -0.39 l.l6

1.54 -0.4 1 1.11 -----·------------ 1.44 -0.43 1.07 --~- ----------- 1.27 -0.38 1.04

1.58 -0.30 1.14 - -··-·-···-···-·-··-·---- l.38 -0.37 1.08 - ---- 1.41 -0.46 1.07

1.27 -0.48 1.02 ----- 1.19 -0.50 1.00

1.05 -0.46 l.00

2.25 -0.48 1.25

1.96 -0.58 1.17 ---·----------------------- 2.00 -0.71 l.15 ---------- 1.80 -0.73 I. 11 --------- 1.69 -0.77 1.08 l.49 -0.71 1.05
780 674
•
Table l l(continued). San Clemente Shoreline Project - Overfill Factors Sorting Mean
Ratio Difference RA
Reach 8 (n,____ )__ -_2_.0~4 _ _ 0_.3_5 __ 2._6_2 __ 3_.4_7 __ 3_.9_2 __ 1~ ._77 __ 2_.1_5 ___ ~-------- Borrow Area 2
---------•------------------- -- to l _m dep)h (b) ..
__ to 2 m de,eth (b)..
_ to 3 m de2Q!ib) .
__ to_4_m de,et~(b)
to 5_m depth (b)
to 6 m depth (b)
Same as Reach l

1.13 0. 13 1.19 - ---------·- 0.99 0.08 1.19 ---------- 1.01 0.01 1.06 ----.- -------·---- --..----- 0.9 l 0.00 1.08 ----------------~----·------- 0.85 -0.01 1.18

0.75 0.02 1.45
_E_~~.e Project 0.00 J.19 2.61 3.51 4. 13 __ 1_.2_8 __ 2.45 _~~ Borrow Area 2 r - • ••••••••••••---••--•- •••---•-••••••••------•-••••----- ---• to I m dee!h(b) __
- · to 2 .m dep_t~(b) ..
to 3 m ~~p_t_h._(?.L
·····- to 4 m d~I?!t.(~L ____ .. to 5 m dept_~ .. (~L.

Same as Rea h I
----- ----·····--- 1.56 -0.06

1.36 -0.13 1.12

1.39 ____-0.22 _______________1.11 ___ .,..,.

1.25 -0.23 t .05
l.18 -0.26 1.02
to 6 m d_.ep_th=--(b.)_==~-----------===-~-,--J._04==--·0_· ._21 __ =_1-.0-0_ NOTES:
(I) The Overfill factor, R,._, is determined in accordance wilh procedures in EM 1110-2-L 100 (Part 5), Coastal Engineering Manual, Part V, pp. V-4-25 through V-4-26, based on Figure V-4-9 using the calculated sorting ratio and mean di !Terence. (2) Definitions of Symbols:
(n) - native beach material (receiving beach)
(b) - borrow material
cj).., - 5th percentile(% retained) in phi units nfthe composite gradation if>,~ - 16th percentile(% retained) in phi units oftl,c composite gradation ij>.,,, - 5001 percentile(% retained) in phi units of the composite gradation 4>u - 84th percentile(% retained) in phi units of the composite gradation cl>os - 95th percentile(% retained) in phi units of the composite gradation o, - standard deviation of !he composite grada1ion
Mq - the phi mean diameter of the comp0site grain size distribution R,., - overfi II factor
(3) formulas:

M+ = (<I>•• 1 ct>sn + cl>,,)/3
o+ = (cl>~ - $ 10)/4 ~ (cl>,s - <l>os)/6
sorting ratio = o•b/ Otn
mean dilTerencc = (Mtb • M,.) / n

FIGURES
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685 791
U.S. STANDARD SIEVE OPENING IN INCHES U.S. STANDARD SIEVE NUMBERS HYDROMETER 100 6 4 .3 2 1l 1 • .3 4 6 810 1416 20 30 40 50 70 100 140 200 0 I I I I,_-+- i-1 .. Y .. r,-1-1. t-..' I I 11 ,-_, .... Y·' I I~ E BC oh Lin it ...
--.;: - -· - '\ 90 "' 10
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-
o.ob~0 0.1 0.05 0.0, 0,005

GRAIN SIZE IN MILLIMETERS
COBBLES I CRAVE!.. SANO I S\LT OR CLAY I COARSE FINE COARSE MUIIUM I FINE I Sample No. Dote Sampled Clossificolicn LL PL Pl Son Clemente Shorel ine O Borrow Areo 2, 1 m Depth of Cut Project Groin Size Compatibility o Borrow Areo 2, 2 m Depth of Cut 6 Borrow Area 2, 3 m Depth of Cut Reach 1
0 Borrow Area 2, 4 m Depth of Cut Arco
<J Borrow Areo 2, 5 m Depth of Cut Boline No. * Borrow Area 2, 6 m Depth of Cut Dote

GRADATION CURVES
)LJXUH*UDLQ6L]H&RPSDWLELOLW\&XUYH5HDFK
686 792
U.S. STANDARD SIEVE OPENING IN INCHES U.S. STANDARD SIEVE NUMBERS HYDROMETER 100 6 4 .J 2 1l 1 t i .J 4 6 81 0 1416 20 30 40 50 70 100 140 200 0 I I I I 11- _ I 1--'-~-r---1._ II I ,-,,, I
·
- ""~
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z I \ I ii: \
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GRAIN SIZE IN MILLIMETERS
COBBLES I GRAVEL SAND I SILT OR CLAY I CW.flSE FINE COARSE MEO!Ulo! I flNE I Sample No. Dote Sampled Classification LL PL Pl Son Clemente Shoreline Proi~cl o Borrow Areo 2, 1 m Depth of Cut Grain Size Compat ibility o Borrow Area 2, 2 m Depth of Cut "' Borrow Area 2, 3 m Dept h of Cut Areo Reach 3 0 Borrow Areo 2, 4 m Depth of Cut v Borrow Area 2, 5 m Depth of Cut Bonne No. * Borrow Area 2, 6 m Depth of Cut Date

GRADATION CURVES
)LJXUH*UDLQ6L]H&RPSDWLELOLW\&XUYH5HDFK
687 793
I.LS. STANDARD SIEVE OPENING IN Ill/CHES U-5. STANDARD SIEVE NUMB~ HYDROM ETER 100 6 4 3 2 14 1 • J 4 6 8)0 1416 20 30 40 50 70 100 140 200 0 I I I IL. r II r,-- 1-' ~I-~ I I II ' ---... I'\ I I I I "' -- -
r- \ ..--------r, 11 a~ Ph U !nit
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GRAIN S1 ZE IN MILLIMETERS
COBBLES I GRAVEL SAND I SILT OR CLAY I 00-'RSE f1Nt COARSE '-IEDUJM I FlNE I Sam ple No. Dote Sampled Clossiffoatian LL Pl Pl Son Clem ente Shoreline o Borrow Area 2. 7 m Depth of Cut Project Groin Size Compatibility Borrow Area 2, 2 m Depth of Cut

6. Borrow Area 2, 3 m Depth of Cut Areo Reach 4 0 Borrow Area 2, 4- m Depth of Cul <1 Borrow Area 2, 5 m Dept h of Cut Barino No. * Borrow Area 2, 6 m Depth of Cut Date

GRADATIO N CU RVES
)LJXUH*UDLQ6L]H&RPSDWLELOLW\&XUYH5HDFK
688 794
I.LS. IN Ill/CHES HYDROMETER
100 6 0
!:--
90 N...r.-, r..
'-F" ~'{_) 11
10 p~11 I I 1111 111 I I 11 111 11 I I 111 1 r· I N. I II, 1111 I I 111 11 11 I I 1~0 .30
,... 1 I 5
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I\.... __ "'
100 50 10 5 1 0.5 0.1 0.05 0.01 0.005 o.ob~0
GRAIN S1ZE IN MILLIMETERS
COBBLES I GRAVEL I SAND 00-'RSE I f1Nt COARSE I t.lEDUJM I FlNE J I SILT OR CLAY ---+--------+-----------------+-----+-----+-------,_ f':-o'~cl. Son Clemente Shoreline Groin Size Compatibility
Sample No. Dole Sampled I Cicssiffcotion I LL I Pl
o Borrow Area 2. 7 m Deeth of Cut
Borrow Area 2, 2 m Depth of Cut
Pl

6. Borrow Area 2, 3 m Depth of Cut
0 Borrow Area 2, 4- m Depth of Cul I I I I Area Reach 5 I <1 Borrow Area 2, 5 m Deeth of Cut Boring No. * Borrow Area 2. 6 m Depth of Cut . -

GRADATION CURVES
)LJXUH*UDLQ6L]H&RPSDWLELOLW\&XUYH5HDFK
689 795
u_s_ IN INCHES HYDROMETER
100 6 0
• ·~ 1· 9011 I I 1111111 1 I n ll l=rt~·
r-u11 I I I I I I I I I I I I I I I I I I I I I I I i. I I I - 701 I I I 111 I I I I I I 111 I I I I I I 11 I I l. I I n L .L..:i..___
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. '"I I I I j IJ 11 l I I I lltl j tJ I I CoolilJeJct l~iJ-21 --- 11 j I 1111 j l LLLJ-u !ho
ilIT' ... _
100 50 10 5 1 0.5 0 .1 0.05 O.DI 0.005 o.obqo

GRAIN SIZE IN MILLIMETERS
COBBLES I GRAVEL I SANO COARSE I FlNE COARSE I MEOIUM I flNE I I SILT OR ClAY Uai:e 5amp1eCI I Clossiticotion -·
o Borrow Area 2, 1 m Depth of Cut
Borrow Area 2, 2 m Depth of Cut
Sample No. I Dote Sampled I Clossilicotion I LL I l'L 1'I I Pro"ed Son Cfemente Shoreline Groin Size Compatibility
t> Borrow Area 2, 3 m Deeth of Cut
0 Borrow Area 2, 4 m Depth of Cut
I I I I Area Reach 6 I
'l Borrow Area 2., 5 m Depth of Cut BarinQ No. * Borrow Area 2, 6 m Depth of Cut Data

GRADATION CURVES
)LJXUH*UDLQ6L]H&RPSDWLELOLW\&XUYH5HDFK
690 796
U.S. INCHES U.S. STANDARD SIEVE NUMBERS HYDROMETER
100 6 0
90 ...., 'h I 1
..1.
10 801 I I I 1111 111 I I l+Utl I I I 111 1 N l'J '. I I \ _1_ 701 I I I 1111 1 I I I I 11 111 I I I I 111111\1 \. h I HII I 1111 111 1 1 11 11111 11 11111 1\lll\ ::.: __ :: : : :: .. : . ::
i 5011 I I 1111111 I I 11 1111 I I I 111 111 ''{ \ II II I II I I I II II I II I I I 1:1111 1111 111 1 1 11 11111 1 I 111 1111\~\I::,,,: : , :: ,, : , ,:
' --- 'll II I I.\
I
I\
j
1 L
I
l.

I
;-
f
_____t
ai_l
w.
101 I I I 1111111 I I 11 1111 I I I 111 111 I I \J "111'1 I I I I 111 11 1 I I I l"v ,nl I I I 1111 111 I I 11 1111 1 I I cJlJ lLl LLJ~ • 11 I I 111 11 11 I I l00 !loo
' ,!J..J'.r
100 50 10 5 1 0.5 0.1 0.05 0.01 0,005 o.obq0

GRAIN SIZE IN MILLIMETERS
COBBLES I GRAVEL I SAND CW.flSE I FINE COARSE I MEOIUlo! I flNE SILT OR CLAY I Dote Sampled I Clossifiootion I LL I PL Pl I t'roj~cl o Borrow .Areo 2, 1 m Depth of Cut o Borrow Area 2, 2 m Depth of Cut
Sample No. Son Clemente Shoreline
Grain Size Compatibility
8 Borrow Area 2, 3 m Deeth of Cut I I I Areo 0 Borrow Areo 2, 4 m Depth of Cut Reach 7 v Borrow .Area 2, 5 m Depth of Cut I I I Boring No. * Borrow Area 2, 6 m Depth of Cut Date

GRADATION CURVES
)LJXUH*UDLQ6L]H&RPSDWLELOLW\&XUYH5HDFK
691 797
U.S. STANDARD SIEVE OPENING IN INCHES U.S. STANDARD SIEVE NUMBERS HYDROMETER 100 6 4 .J 2 1l 1 i .J 4 6 8 10 1416 20 30 40 50 70 100 140 200 0 I I I ..._ T i-, 11~ II I I I I II I ,_1""'1 I
'"
I
90 ..... 10
I\
-
- i ' I
........ "
\ 'I\ , I 80 I 20
\ ' , 1
\ 'I.
70 \~ I 30 \ ,- I- :r
:r: \ \ l..'.I Cl w
w 60 40 "' ' I i.--'- Fihe I eooh Limit 1~v \ \ I er. [5 50 ' 50 z \ \ ii:
':z I\ \ u 40 I 60 ':z
\ \ w °' I I u w "" {l_ ~\ \ I w \ 4l. 30 70
I\ t \' --- C,rn ~o~i e Be jch Grad p1,q,
' W \1 \ 20 \ BO
,_ (
' ' :s: 10 90
~O( ~e Becc h Limit- "~
.... 1J..IT' -- -
!loo 100 50 10 5 1 0.5 0.1 0.05 0 .0, 0,005 o.obqo

GRAIN SIZE IN MILLIMETERS
COBBLES I CRAVE!.. SAND I SILT OR CLAY I COARSE ANE CO,ARSE MEOIUM I ANE I Semple No. Dote Sornpled Clossificol ian LL PL Pl Son Clemente Shorel ine o Borrow Areo 2, 1 m Dept h of Cut Project Groin Size Compatibility Borrow Area 2, 2 m Depth of Cut t> Borrow Areo 2, 3 m Depth of Cut Areo Reach 8 0 Borrow Area 2, 4 m Depth of Cut 'v Borrow Area 2, 5 m Depth of Cut Bonno No. * Borrow Areo 2, 6 m Dept h of Cut Date

GRADATION CURVES
)LJXUH*UDLQ6L]H&RPSDWLELOLW\&XUYH(QWLUH3URMHFW 692 798
I.LS. STANDARD SIEVE OPENING IN INCHES U-5. STANDARD SIEVE NU!,18~ HYDROM ETER 100 6 4 3 2 14 1 f j 3 4 6 8 )0 1416 20 30 4-0 50 70 100 140 200 0 I I I lb.. I II rT""'" 1----1 r-.1_ I I II I I-,-,_ I 1,1.~ F1rle ~eoc h Lirnlt --- ....
-= ,-.r90 ... ,o I\ - , :
- -
... ..
\
80 20
\ 1
\
70 30
,-.

I- :c
:r \ \ (;) (;) w 60 40~ 3'
&i
\
\ \ Q:; :!i 50 50 l7J
z \ ,.,.------ ~< rr pq,it, Beech prodolkin iL i
\z \ u \ 40 60 § \ Q:; \ ' \ ..., u ffi o._
\ ~\ \ 0.. 30 70
i~1
'\ w \, 20 \ BO
\., it
' 10 90
Cleo t,ie Bead Limit-~ I'
.... 'll -~ --
eoo too 50 10 5 1 0.5 0. 1 0.05 0.01 0.005 o.ob9°
GRAIN S1 ZE IN MILLIMETERS
COBBLES I GRAVEL SAND I SIL1 OR CLAY I OOARSt AME COARSE MEDIUM I ANE I Sample Ne. Date Sampled Classlfi~alion u PL Pl San Clemente Shoreline Pro i~ct o Borrow Area 2, 1 m Depth of Cut Groin Slze Compatibi lity D Borrow Area 2, 2 m Depth of Cut "' Borrow Area 2, 3 m Depth of Cut Area Entrre Project Borrow Area 2, 4 m Depth of Cul "' Borrow Area 2, 5 m Depth of Cut Borino No. * Borrow Area 2, 6 m Depth of Cut Oat•

GRADATION CURVES
799 693
SHELTER ANIMAL 91CO

STOCKPILE
City of
San
Clemente
OCJ,iAP2000i
K; \ 4613\COASTAL \ OW;1ichol Engineers by; t.4offott Prepared .

July 7, 2000
ente Beach San ~lem t Program Replenishmen
Legend
Site Map an d Beach Fill Plan
)LJXUH

694 800
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LOS ANGELES

CORPS OF ENGINEERS

MAP SHOWNG
AREA Of ROCK AND DENSE KELP
TO SHORELINE AREA OF" ROCK ANO DENSE KELP TO SHORELINE k:

SEDIMENT THICKNESS ISOPACH

GEOPHYSICAL SUBBOTTOM PROFILE,

SIDE SCAN SONAR, AND

MULTIBEAM BATHYMETRIC SURVEY

SAN CLBENTE, CALIFORNIA
,IP
·
. >< I JI.J'E 2002 PLATE 1 of 5
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MARINEANOLANOSURVEYINGGROUP
4820 McGrath St. Ste 100 Ventura, California 93003
Te...,_ (eM) e:io-1000. ro, (805) e:ie-H79
REGION WHERE ROCK OUTCROPPINGS COVER MORE THAN SO PERCENT Of THE SEABED.

REGION WHERE SCATTERED ROCK OUTCROPPINGS
COVER 10 TO SO PERCENT or THE SEABED.

HIGHREFLECTMT'l'SEABED-COAASEGRAINED
MATERIAL OR AUTHIGENIC CARBONATE.
/ ~----L-, \ fllll @ ,•,_,,, .,;,. _ _,ff G) - ___ /', - , __ ,-,/ -• ' ,_,.--•----, + // .. \\ \ ~'?ir-1,(} \ ,,.-----~ --,, ,,,, , _ _, , _ __ ,.. ,_,,. \'- I,, ', _.,, ~h . \ .... _____ ' 6b d I ,/' )( .... , .... WATER COLUMN ANotJ.ALY 1· ... .. ··.:•:i/l
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C.ALIFORNIA COORDINATE SYSTD,4
7/15/02
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WORK ORDER: 1~TEI·
EARLY BIRD I 00-83-7526
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U.S. ARMY ENGINEER DISTRICT

LOS ANGELES

CORPS OF ENGINEERS

MAP SHOWNG

SEDIMENT THICKNESS ISOPACH

GEOPHYSICAL SUBBOTTOM PROFILE,

SIDE SCAN SONAR, AND

MULTIBEAM BATHYMETRIC SURVEY

SAN CLBENTE, CALIFORNIA
"'
•
..

JI.H: 2002 PLATE 2 of 5
Fugro West, Inc. iii

MARINEANOLANOSURVEYINGGROUP
4820 McGrath St. Ste 100 Ventura, California 93003
Te...,_ (eM) e:io-1000. ro, (805) e:i8-H79
REGION WHERE ROCK OUTCROPPINGS COVER MORE THAN 50 PERCENT Of THE SEABED.

REGION WHERE SCATTERED ROCK OUTCROPPINGS
COVER 10 TO 50 PERCENT OF THE SEABED.

HIGH REFLECTMT'I' SEABED - COAASE GRAINED
MATERIAL OR AUTHIGENIC CARBONATE.

Mi\N MADE KELP BED
WATER COLUMN ANotJ.ALY
(PROBABLE BIOGENIC GAS SEEPS).
1 ISOLATED SMALL ROCK IN A REGION WHERE SEDIMENT
THICKNESS IS MEASURABLE.

SEDIMENT GRAB SAMPLE LOCATION
----15' __ _ SEDIMENT ISOPACH CONTOUR IN I.IETERS
I ' \ I
-------,~-, ,--, ''------~--,\ \,\ <::~:.. ,-o C r:, ) _ ,,_... ..._t),--.,.-\ /) \/ ...... - ... ~ i~-9 ...... _:::::--... :·:::.-:_~-.. /- \../ "' e \ / ,_, ~.,q,4'
<l 'I 11 ,, ,--------11
,,, ' NOTES
- 0 \ 1. GEOPl-f'l"SICAL DATA WERE COLLECTED ON JUNE 5-16, 2002 I \ 1 '.._, \ 1 1,~1_...,,
•7 ---4-<--<:\ \' </--:-: ----~- --. \- /' cJ•, -
...... \ ... ' ) ' \
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ABOARD THE M/V EARLY BIRD.
2• ~~R~5r5gc~~i ~_3~~N\~~l~R!W2r~frr~ NETWORK, DOWNLINKED FROM A COMMUNICATIONS SATELLITE.

3. S4."Tl·l'l'METRIC CONTOURS ARE SHOWN AT 1.0 M INTERVN..S

REFERENCED TO MLLW BASED ON TIDAL DATA RECORDED
AT DANA POINT HARBOR DURING THE SURVEY.

I
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7/15/02
WORKOROER: 1~TEI·
EARLY BIRD I 00-83-7526
C-2
JJC RRV 7526-C2
)LJXUH
696 802
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LOS ANGELES

CORPS OF ENGINEERS

MAP SHOWNG

SEDIMENT THICKNESS ISOPACH

GEOPHYSICAL SUBBOTTOM PROFILE,

SIDE SCAN SONAR, AND

MULTIBEAM BATHYMETRIC SURVEY

SAN CLBENTE, CALIFORNIA
0 • "•
JI.H: 2002 PLATE 3 of 5
Fugro West, Inc. iii
MARINEANOI..ANOSURVEYINGGROUP
4820 McGrath St. Ste 100 Ventura, California 93003
Te...,_ (eM) e:io-1000, ro, (805) e58-H79
REGION WHERE ROCK OUTCROPPINGS COVER MORE THAN 50 PERCENT Of THE SEABED.

REGION WHERE SCATTERED ROCK OUTCROPPINGS
COVER 10 TO 50 PERCENT OF THE SEABED.

HIGH REFLECTMT'I' SEABED - COAASE GRAINED
MATERIAL OR AUTHIGENIC CARBONATE.

MAN tJ.ADE KELP BED
WATER COLUMN ANOtJ.ALY
(PROBABLE BIOGENIC GAS SEEPS).
1 ISOLATED SMALL ROCK IN A REGION WHERE SEDIMENT
THICKNESSIS"IEASURABLE.

SEDIMENT GRAB SAMPLE LOCATION
/ : / I ',,, : : •
~. ,,, ' I I \ '''"' '• I / " ' 0 ,~- ' • --• ' I I /', / ,_,_--,, ", ' ---•--• ,, ,, ' \ ' \ . - ' "' ; ' , ' ',, ___ _,,/ . ',,_; -, ,"' (\ • • ,_, I l I , // ', : ,, \ (\ \ ',.,.-/~ I I X
• (0 I : I I I 0 \ /'-,
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,,. Q I , II 91~ ----w----- SEDIMENT ISOPACH CONTOUR IN METERS ___________ _,/ ,,<;>''; \, __ _,,_---,,,:~;,,, __ t ___ , __ _,----- \, GEOPHYSICAL DATA WERE~~~ OH JUNE 5-16, 2002 I I I I 0 ABOARD THE M/V EARLY BIRO.
0 0
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STARFIX II 0/GPS NAO 1983 GRS 80
C.ALIFORNIA COORDINATE SYSTD,4
7/14/02
WORKOROER: 1~TEI·
EARLY BIRD I 00-83-7526
C-3
JJC RRV 7526-C3
)LJXUH
697 803
l , .. 9, ... / ,9, ... SAN MATEO POINT
'<"'.;
.,
0 Oo
&/j f/11
U.S. ARMY ENGINEER DISTRICT

LOS ANGELES

CORPS OF ENGINEERS

MAP SHOWNG

SEDIMENT THICKNESS ISOPACH

GEOPHYSICAL SUBBOTTOM PROFILE,

SIDE SCAN SONAR, AND

MULTIBEAM BATHYMETRIC SURVEY

SAN CLBENTE, CALIFORNIA
"
JI.H: 2002 PLATE 4 of 5
Fugro West, Inc. iii

MARINEANOLANOSURVEYINGGROUP
4820 McGrath St. Ste 100 Ventura, California 93003
Te...,_ (eM) e:io-1000. ro, (805) e:i8-H79
REGION WHERE ROCK OUTCROPPINGS COVER MORE THAN 50 PERCENT Of THE SEABED.

REGION WHERE SCATTERED ROCK OUTCROPPINGS
COVER 10 TO 50 PERCENT OF THE SEABED.

HIGHREFLECTMT'l'SEABED-COAASEGRAINED
MATERIAL OR AUTHIGENIC CARBONATE.

WATER COLUMN ANotJ.ALY
(PROBABLE BH)GENIC GAS SEEPS).
1 _/.-------+ "
• , ;:~•\:::~:::::~ :::::::::::~~:,~~:: ~=::;:•:'~:::::::::::~···1 < I
< I
______ , ______
·----
,
---
•
"'•
ISOLATED SIAAU. ROCK IN A REGION WHERE SEDIMENT
THICKNESSISM[ASURAEILE.

SEOIMENT GRAB SAMPLE LOCATION
~-=1
____ ,,,--, """"' <SOPACH comou,'" ,m,s I
,..----~,,. NOTES

1. GEOPl-f'l'SICAL DATA WERE COLLECTED ON JUNE 5-16, 2002 _
, ., ABOARO THE M/V EARLY BIRD.
1---- 1 -...,.__ e
, GI ', e e ---_,._#-J ,.... /-----... - $' I Q ...__ / ... ,,,, ... .,,.,...,,,---. ......... __ ,..,..,,.,..----00-0-...... ___ ,,,,.,, " " { _,__,,, ---2-._, // ',\ !! ' ,, ' ,, ' ~---1' -- -~-..o.------ " e ,,..,,. -- e ........ _.,..,,.--.,,. 2• ~~R~5r5gc~~i ~_3~~N\~~l~R!W2r~frr~ NETWORK, DOWNLINKED FROM A COMMUNICATIONS SATELLITE. 3. S4:TI--l'l'METRIC CONTOURS ARE SHOWN AT 1.0 M INTERVN..S REFERENCED TO MLLW BASED ON TIDAL DATA RECORDED AT DANA POINT HARBOR DURING THE SURVEY. (_-,',,, ' " -- " ',, __ ,----, _____ :?----- - ., ------ ------- '--------,,,,,, (><:~=-~~~~~/ ___ ,;_// // ----, ' / ' --.. ,J-~---- -- " -- - - ' --- / --- ' -----~ , ,I:_'. .. -+: ... :.:_:_:::_:_:::.::.~-:-~;.::·::,:::::~::~::>:~::~::::~::: : : ;' ~/- /://jl.1·· l\,,__:·?>~::~f i ---- ....
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PROJECT: Oceanside HOLE NUMBER: SO9-2
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PROJECT: Oceanside HOLE NUMBER: SO9-3
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DATUM: &63&6=RQH
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CONTRACTOR: 7(*2FHDQRJUDSKLF EQUIPMENT: OE3QHXPDWLF DIAMETER (cm):

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PROJECT: Oceanside HOLE NUMBER: SO9-5
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PROJECT: Oceanside HOLE NUMBER: SO9-8
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PROJECT: Oceanside HOLE NUMBER: SO9-11
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PROJECT: Oceanside HOLE NUMBER: SO9-13
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PROJECT: Oceanside HOLE NUMBER: SO9-14
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DATUM: &63&6=RQH
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DATE DRILLED: TIME BORING STARTED:
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PROJECT: Oceanside HOLE NUMBER: SO9-15
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PROJECT: Oceanside HOLE NUMBER: SO9-16
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PROJECT: Oceanside HOLE NUMBER: SO9-17
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PROJECT: Oceanside HOLE NUMBER: SO9-18
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PROJECT: Oceanside HOLE NUMBER: SO9-19
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DATUM: &63&6=RQH
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PROJECT: Oceanside HOLE NUMBER: SO9-20
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EASTING (m):
DATUM: &63&6=RQH
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PROJECT: Oceanside HOLE NUMBER: SO9-21
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PROJECT: Oceanside HOLE NUMBER: SO9-22
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PROJECT: Oceanside HOLE NUMBER: SO9-24
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Los Angeles District
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PROJECT: Oceanside HOLE NUMBER: SO9-26
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DATUM: &63&6=RQH
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Los Angeles District
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CONTRACTOR: 7(*2FHDQRJUDSKLF EQUIPMENT: OESQHXPDWLF DIAMETER (cm):

DATE DRILLED: TIME BORING STARTED: COMPLETED: SOUNDING (m):
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PROJECT: Oceanside HOLE NUMBER: SO9-27
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DATUM: &63&6=RQH
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PROJECT: Oceanside HOLE NUMBER: SO9-28
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PROJECT: Oceanside HOLE NUMBER: SO9-29
LOCATION:

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DATUM: &63&6=RQH
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PROJECT: Oceanside HOLE NUMBER: SO9-30
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CONTRACTOR: &RDVWDO)URQWLHUV EQUIPMENT: DIAMETER (cm): DATE DRILLED:
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PROJECT: Oceanside HOLE NUMBER: SDG-1
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TIME BORING STARTED: COMPLETED:

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PROJECT: Oceanside HOLE NUMBER: SDG-5
LOCATION: 62
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Los Angeles District
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PROJECT: Oceanside HOLE NUMBER: SDG-6
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PROJECT: Oceanside HOLE NUMBER: SDG-7
LOCATION: 62
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PROJECT: Oceanside HOLE NUMBER: SDG-8
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PROJECT: Oceanside HOLE NUMBER: SDG-9
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DATUM: &63&6=RQH
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TIME BORING STARTED: COMPLETED:

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PROJECT: Oceanside HOLE NUMBER: SDG-19
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PROJECT: Oceanside HOLE NUMBER: SDG-25
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PROJECT: Oceanside HOLE NUMBER: SDG-26
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PROJECT: Oceanside HOLE NUMBER: SDG-27
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TIDE (m): ELEVATION (m): DATUM: 0//:

PENETRATION (m): " RECOVERY (m): LOGGED BY: 3-)
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PROJECT: Oceanside HOLE NUMBER: SDG-31
LOCATION: 626LWH
NORTHING (m):

EASTING (m):
DATUM: &63&6=RQH
LATITUDE: LONGITUDE: DATUM: 1$'&$=RQH US Army COE
Los Angeles District
Vibracore Log
CONTRACTOR: 6HD6XUYH\RU EQUIPMENT: $/3,1(9LEUDFRUH DIAMETER (cm): DATE DRILLED:

TIME BORING STARTED: COMPLETED:

SOUNDING (m):
TIDE (m): ELEVATION (m): DATUM: 0//:

PENETRATION (m): " RECOVERY (m): LOGGED BY: 9%&
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San Clemente City CouncilMarch 19, 2024

San Clemente City Council
March 19, 2024