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Site ID

 

Site Location/Description

 

Frequency of

 

Sampling

 

Sampling

 

Technique

 

Analytical Parameters

 

A

 

Inflow to San Luis Drain

 

Weekly

 

depth integrated grab

 

Se, Se(diss), B, EC, TSS

 

B

 

Discharge from San Luis Drain

 

Weekly

 

Daily

 

depth integrated grab

 

daily composite-autosampler

 

Se, Se(diss), B, EC, TSS

 

Se

 

C

 

Mud Slough(n) upstream of drainage discharges

 

Weekly

 

grab

 

Se, B, EC

 

D

 

Mud Slough(n) downstream of drainage discharges

 

Weekly

 

Daily

 

depth integrated grab

 

weekly composite-autosampler

 

Se, B, EC

 

Se

 

E

 

Mud Slough(n) at Hwy 140

 

bimonthly

 

grab

 

Se, B, EC

 

F

 

Salt Slough at Hwy 165

 

Weekly

 

Daily

 

depth integrated grab

 

weekly composite-autosampler

 

Se, B, EC

 

Se

 

G

 

SJR at Fremont Ford

 

(upstream of drainage discharges)

 

Weekly

 

grab

 

Se, B, EC

 

H

 

SJR at Hills Ferry (downstream of drainage discharges & upstream of Merced river)

 

Weekly

 

grab

 

Se, B, EC

 

I

 

Mud Slough(n) backwater

 

To be determined

 

grab

 

Se, B, EC

 

J

 

Camp 13 Ditch

 

Weekly

 

grab

 

Se, B, EC

 

K

 

Agatha Canal

 

Weekly

 

grab

 

Se, B, EC

 

L

 

San Luis Canal

 

Weekly

 

grab

 

Se, B, EC

 

M

 

Santa Fe Canal

 

Weekly

 

grab

 

Se, B, EC

 

N

 

SJR at Crows Landing

 

(downstream of Merced River confluence)

 

Daily

 

Weekly

 

daily composite - autosampler

 

grab

 

Se, B, EC

 

Se

 



Analytical Parameters: Se - Total selenium; Se(diss) - dissolved selenium; B - Boron;

EC- electrical conductivity at 25 degrees C; TSS - total suspended solids.

Depth integrated samples collected from mid-stream.

Samples collected with autosamplers are collected at a depth of 9-12 inches.

Grab samples are collected from stream bank, except for Crows Landing, which is collected away from stream bank.

SJR - San Joaquin River