STATE OF CALIFORNIA-BUSINESS. TRANSPORTATION AND HOUSING AGENCY ARNOLD SCHWARZENEGGER Governor

DEPARTMENT OF TRANSPORTATIONDISTRICT 6

1352 WEST OLIVE AVENUE

P.O. BOX 12616

ZESNO, CA 93778-2616

HONE (559) 445-6831

FAX (559) 488-4160

TTY (559) 488-4066j

uAP R

March 22, 2006

9 ED42006FRESNO METROPOLITAN

FLOOD CONTROL DISTRICT

Mr. Verlyn Neufeld

Fresno Metropolitan Flood Control District

5469 East Olive Avenue

Fresno, CA 93727

Dear Mr. Neufeld:

0Flex your power!

Be energy e.irient!

06-Fre-180-KP R86.0/R89.8

PM R 53.4/R 55.8)06-342331

Fresno 180 West FreewaySegment 2

This is to inform you that the California Department of Transportation's Fresno office has

completed sampling and testing of soil samples within FMFCD Basins AO and ZZ. Enclosed for

your information is a final copy of the test results, and your basin plans with boring locations

plotted.

Please contact Youssef Shapour, Transportation Engineer, Materials Branch of my staff at (559)488-4264, if you have any questions. Thank you for your cooperation.

Sincerely,

RON S. SEKHON

Chief, Central Region Materials Branch

Enclosures

Caltrans improves mobility across California"

MATERIALS INFORMATION

Not Part of The Contract)

For

Contract No. 06-342334

06-Fre- 1 80-KP R 86.0/R89.8

PM R 53.4/R 55.8)

In Fresno County, in Fresno, from 0.3 km (0.2 Mile) west of

Brawley Avenue to 0.2 km (0.1 mile) east of West Avenue.

Note: The records from which this compilation was made may be

inspected at the Caltrans District 6 Materials Laboratory at 1352

West Olive Avenue, Fresno, California.

CONTENTS

Investigated and Uninvestigated Materials Sources 1

Vicinity Map 2

Site Maps 3-5

Test Data Tabulation 6

Agreements 7

Materials Sources

I- Investigated Potential Sources

Owner: Fresno Metropolitan Flood Control District (FMFCD)

1-Basin ZZ, expansion of existing facility would produce approximatelya total quantity of 90,000 Cubic Meters (115,000 Cubic Yards)embankment material. The existing basin is located, on south side of

Whites Bridge Road, east and west of Crystal Avenue.

2- Basin AO, expansion of existing facility would produce approximatelya total quantity of 200,000 Cubic Meters (260,000 Cubic Yards)embankment material. The existing basin is located on north-east corner

of Belmont and Blythe Avenues.

II- Uninvestigated Potential Source

Owner: Fresno Metropolitan Flood Control District (FMFCD)

1-Basin AS/AT, Constructing a new facility, would produce an

approximate total of 430,000 Cubic Meters (560,000 Cubic Yards)of embankment. The basin is located on north west comer of California

and Valentine Avenue.

The estimated quantity of materials available at each site is provided by FMFCD.

These amounts are not guaranteed and are subject to change.

z y n

a

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o Q z

E AshliN

o W Griffeh ' Play ~ E GrifEfiti a

w

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W Dakota Ave ' r QE

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z

y IN Shields Ave W Shields Ave E Shd

Y ? k IN Cornell Ayem a

W Prinreton Ayez

I Clinton Ave m 98 4V Clinton Ave E C!int?!

r; S~ i a

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4 9.1W McKinley Ave by McKinley ' Je 0

zE McKn

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W Floradora Avey

y

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IN Dudley Ave ¢ a zn ,_•z .

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Z

PRO,J XT LOCATION W Nielsen Ave - - _ w

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v

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a

t,

may BI

W Madison Ave

apolis Ave `

and Ave E Hotlend Ave

Q t 4Ij E Ashlan A:.

Way >a

sing Waym akota Avea

x ` nrtlarW Ave

a m LL

Ave ~ s

a E Vasser A•re`

m,.

z

g y Ave

1 mi

offE Olive Ave

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s'i

W Eden Ave rn to

T ~ tgbU CP

N California Ave r E California A'.

ac

BASIN AS/AT

VICINITY MAP

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297.0

WHITES BRIDGE

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p = C287.0 XRSXLO) F 1135MFt

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moma

TOP OFSSEI O

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275.84 274.34 i 255 Vi

1Ngti Va ter tE'lev. 271.98 ) e

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iEntre

F,_

t Elrv. Ac

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255? Ff

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133Aclap&

AnaFl-

tQev. 259.7 =c Arra PRe

2557 E6X3r 03 Ac6

Rec Floor

1117 E 257,7 E 257.77w OF' SA'F2116 U

114 U7 I 567 U OS R-87J

Floa^ Elev. = 15.4Average Lover

12.1Rec Floor Elev.AverageI ME OF SlA E

Average Pod Elev. _

I - 1®W LOC 1116 U'

350'± i LOWER FLOOR

273.14 ~ a~ 1K6U~

MP OF SLDFC

272.04

2557 E

01-R-88''. 157.7I

UPPER FLOORA-M 1/fbb1 pwlh

7525675M

v 255T E

77 1572 U,'~ , / /

274.74

a

Sfv /

IH 2573 ~ '

273.84

LEvEND

G Frtperty Lire

F cenvru~r or strut

tC Tm of cr G-var

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T, Tao or S_ _t c-`-

MANAGER

M.F C.D.

ENGIN--R

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3

V.i- of EnfMe Aad' Moves Erv. 259.7 -

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NON-RESIDENTIAL DESIGN

77V R VISION FRESNO MEMOPOLITM'

DATUL FLOOD CONTROL DISTRICT

f DATE:

IDESBY: '1C

n??niC-i-03 `DES BY. 1 BA,3ITAI

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b SUPPLEMENTLAL rs1AOC/rY

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MFCD MANAGER.

MFCD ENGINEER

BEG mcwr

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FREEBt~RO __ oK7dob~ _'n?. ,~wghfi7n Q7nb/

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1 I . jFJf / 07 r.tGl.+yT07r£LSxJ. 75

3b7-T749 Ac. orr

LIME.

FRESNO METROPOLITAN

FLOOD CONTROL DISTRICT

DATE I 7-25'84 1DRAWN BY , BN BASIN nA011DES. BY : DM

sAAUrtrCA

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ror ,~ 66rx

w Joacx

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250.6 U 2810 E 212T Efir \ Asrsp Ped E7.u - . 266A

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l

RECREA710N AREA LOW FLOW AREA

A4jZ

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Hr. - (3a h FAOOUI -2) - AT6.AC-f7

1540 £1450E

3

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W CALIFORNIA pA- -d ft FwW AbhM A .-I en Aar1. S6a.

AVENUE p ArtyfE..-rohPY~

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ma ccrln=Axt" rgalo (xxx1+ a6a(;0-) A:YXxx

xeoa

RESIDENTIAL DESIGN-

APPROVALSREVISION FRESNO METROPOLITAN

uufi FLOOD CONTROL DISTRICTF.M.F.C.D.ENGINEENGINEER

DATE DRS BY:

1A BASIN AS/ATDES BY:

Test Data Tabulation

Depth is the approximate distance below (negative) or above (positive) the

prevailing ground surface elevation of the surrounding area.

Basin Z-Z (Extension)

Boring Sample Depth R-ValueSand

Passing200

ResistivitypH

No. Desig. feet) Equivalent Sieveohm)

A 0.5'to -10.0' 70 29 13 10,000 7.5705-R-87

B 10.0' to -15.0' 57 18 31 N/A N/A

A 0.5' to -10.0' 69 28 14 N/A N/A

05-R-88 B 10.0' to -12.5' 73 15 33 N/A N/A

C 12.5'to -15.0' 71 14 36 3,900 8.40

N/A: Resistivity and pH not available no test performed

Basin A-O (Extension)

Boring Sample Depth R-ValueSand Passing

200 ResistivitypH

No. Desig. feet) Equivalent Sieveohm)

A 0.0' to -10.0' 73 22 36 3,400 8.2705-R-89

B 10.0' to -15.0' 76 19 52 N/A N/A

A 0.0' to -7.5' 51 17 36 N/A N/A

05-R-90 B 7.5' to -12.5' 74 19 57 4,600 8.75

C 12.5' to -15.0' 73 13 66 3,800 8.78

A 1.0' to -8.0' 33 16 37 N/A N/A05-R-91

B 8.0' to -15.0' 72 26 36 6,800 8.66

A 0.0' to -7.5' 77 18 42 2,700 8.38

05-R-92 B 7.5' to -11.0' 71 9 65 N/A N/A

C 11.0' to -15.0' 65 6 74 4,100 8.73

A 0.0' to -8.0' 71 21 37 N/A N/A05-R-93

B 8.0' to -15.0' 75 13 50 6,300 8.74

A 2.5' to +5.0' 77 31 20 N/A N/A05-R-94

B 0.0'to +2.5' 38 18 37 2,900 8.21

N/A: Resistivity and pH not available ...no test performed

6

AGREEMENTS

No agreement has been made between Caltrans and FMFCD regarding any of their

possible materials sources. It is understood that the contractor and FMFCD agree to keep

Caltrans, its employees, and agents harmless from any claims and all costs, damages, and

reasonable attorney's fees incurred in connection with any claim, lawsuit, or actions

against each other, or by any third party or parties such as, but not limited to, regulatory

agencies arising form use of any of the sites.

Information concerning availability, volume, cost, condition, permits, and environmental

issues may be obtained by contacting:

Mr. Verlyn Neufeld, Facilities Manager559) 456-3292 FAX (559) 456-3194

Fresno Metropolitan Flood Control District

5469 East Olive Avenue

Fresno, CA 93727

7

Siege Analysis ASTM D2487-00

Project Number

Project Name

Date

Sample Location

Soil Classification

Sail Classification

Wet Weight 507.00

D Weight 507.00

Moisture Content f19G

Sieves Sieve

Size, mm

Retained

Wei ht

Retained. Cum WeightRetained

Cum.

Passing1112" 38.10 0.0 0.0 0.0 100.0

1 ° 25.40 0.0 0.0 0.0 100.0

314" 19.10 0.0 0.0 0.0 100.0

112" 12.70 0.0 0.0 0.0 100.0

318" 9.50 0.0 0.0 0.0 100.0

4 4.76 0.0 0.0 0.0 100.0

8 2.38 4.1 0.8 4.1 99.2

16 1.19 24.7 4.9 28.8 94.3

30 0.590 50.9 10.0 79.7 84.3

50 0.297 61.3 12.1 141.0 72.2

100 0.149 59.5 171 200.5 60.5

200 0.074 49.0 9.7 249.5 50.8

1 Min. 0.005

89206150

Ashland Grove-Tract 5489

311712006

Fresno Metro Flood Control Basin (@ Comelia North of Ashland)Fine to Medium Grain Siity Sand (SM)Sample 1

Garco Testing LaboratoriesQ

0CD

Grain Size Anal Isis

Sample 1

Sieve Openings in U.S. Standard Sieve Numbers

100.0

JJWD

so_0

70.0

z

l Da5D°zz

w

4D0Uwd

1 I30.0

1

20.0

I i 110_D

a~00.00 10.00 1.00 o.i 0 0.01 0.00

Grain Size in Millimeters

rrolect dame Ashland Grove-Tract 5489 Soil Classification Fine to Medium Grain Silty Sand (SM)Project Number 89206150 Sample Number Sample 1 Sand Equivalent: 14

Gravel SandSi

Coarse Fine Coarse Medium Finelt or Clay

Garco Testing Laboratories

04/0512006 16:37 5594415791 GRANITE C ?B

R N- VALUE TESTASTM C - 2844 If CAL 301

Project Number

Project Name

Date

89206150

Ashland Grove-Tract 5488

3/22/2006

Sample Location/Curve Number Fresno Metro Flood Control Basin (Ashland)Soil Classification SM- (Fine to Medium Grain)

TEST A E CPercent Moisture Compaction, % 10,7 8.8 6.9

D Density, Ibm/cu_ft. 126.3 129.0 130.3Exudation Pressure, si 185 345 640

Expansion Pressure Dial Reading 0 0 0

Expansion Pressure, sf 0 0 0

Resistance Value R 38 49 fig

R Value at 340 PSI Exudation Pressure 46

R Value by Expansion Pressure (TI 5 Expansion Pressure Nil

4 0 300 PS I

3 6

goo

90

a aao

70

n

2 0

L 50

1 6

40

0 8

Y 20

rro a

10

O 4 q Lq 8 uS o U] LIEE4 O N N M E9 TC0

O2

Oq

oD

pApG1

W

oR

Q 8p

q

PAGE 04106

Garco Testing Laboratories

Sieve Analysis ASTM D2487-00

Project Number

Project Name

Date

Sample Location

Soil Classification

Soil Classification

89206150

Ashland Grove-Tract 5489

3/21!2006

Fresno Metro Flood Control Basin (@ Ashland West of Comelia)Fine to Medium Grain Silty Sand (SM)Sample 2

Wet Weight 510A0

Dry Weight 510.40

Moisture Content 0%

Sieves Sieve

Size, mm

Retained

Wei ht

Retained. Cum WeightRetained

Cum.

Passing110 38.10 0.0 0.0 0.0 100.0

1" 25.40 0.0 0.0 0.0 100.0

314" 19.10 0.4 0.0 0.0 100.0

112" 12.70 0.0 0.0 0.0 100.0

318" 9.50 0.0 0.0 0.0 100.0

4 4.76 4.3 0.8 4.3 99.2

8 2.38 23.1 4,5 27.4 9"

16 1.19 88.1 13.3 95.5 91.3

30 0.590 108.1 21.2 203.6 60.1

50 0.297 92.5 18.1 296.1 42.0

100 0.149 69.9 13.7 366.0 28.3

200 0.074 36.1 7.1 402.1 21.2

1 Min. 0.005

Garco Testing Laboratories

Grain Size Anal si

Sample 2

Sieve Openings in U.S. Standard Sieve NumbersHydromefie

7"' ~i100.0

99-D

J '

I8{1.6

70. D

z

60.0 U)

50.0 ~

zW

40.0 0

1u

30.04.

I Iza.©

10.0

D.D100.06 1 D,OD 1 AD 0.10 0.01 0.00

Grain Size in Millimeters

Gravel SandSilt or ClayGaam Fine Coarse 1Redium Fine

I7rw w.4 \I

7......,~,.,,~ rcrcu "IUYC-IlaUL- -+0z$ 3a1i 4iassmcanon nine to Medium Grain Silty Sand (SM)Project Number 89206450 Sample Number Sample 2 Sand Equivalent: 27

Garco Testing Laboratories

New

Document

Test Data Tabulation

Depth is approximate distance below generally

prevailing ground surface elevation of the surroundingarea.

Basin Z-Z

BORING NO. SAMPLE DEPTH R-VALUE SAND PASSING

DESIGNATION FEET) EQUIVALENT NO. 200

SIEVE

00-MS-37 A 15.0-25.0 43 19 28

B 25.0-30.0 32 17 47

00-MS-38 15.0-30.0 70 24 25

00-MS-39 A 0.0-2.5 18 13 56

B 2.5-14.0 53 17 39

C 14.0-17.5 17 10 58

D 17.5-25.0 38 10 50

E 25.0-30.0 11 7 68

00-MS-40 A 0.0-12.0 47 23 27

B 12.0-24.0 42 8 59

C 24.0-30.0 13 7 50

9

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lift'

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s(/~EMENTAL Ci10AC/rY _

6as., 14z•' 11 xx -two (s r~ 'e/~ ~Y

NCW•pESf0EX7fAt~ (,iE`~'N

FRESNO METROPOUTAn

FL000 CONTROL DISTRICT

BASIN Z

WHITES, BRIDGE

E~cPwNSro.t ='70, 000 ~ s

y 665'tJ ~ F ATrAGNED

a82?± c~n

U

PROPOSEDEXPANSION

W ~ 3oti-

L _ ~a>> oo-MS-4o

350'+ t~ ~loFr

I

I

SCALEwt4-=t399-

EArA+JSToN = ± IZ0,000 yd3SEE- ATTAe-1+150

BASIN EXPANSI011DRAINAGE AREA: -IL

EXHIBIT NO. I

FRESNO METROPOLITAN FLOOD CONTROL DISTRICT

SAMPLE LOCATION PLAN B APPROXIMATE SAMPLE LOCATION

BASIN ZZ BORING NUMBER 00-MS40