if there are any other questions surrounding our ... · if there are any other questions...

• If there are any other questions surrounding our Completion report, please contact Mr. Jim Peterson at CCDA waters, 530-918-7140.

James L. Peterson General Manager CCDA Waters Mount Shasta

JLP: jas

From: To: Date: Subject:

Joan,

"Ha, Amy" <[email protected]> <[email protected]> 12/14/2006 3:21 :48 PM Stream Well Monitoring Well

I am send you this email to summarize the conversation we had earlier today. I talked to Kevin Kratzke at the RWQCB today, 12/14/06 at approximately 1500, about surveying the Stream Well. I explained to him that it is difficult to access the well and it will greatly increase the cost to have it surveyed. He said that the Stream Well is not as critical as MW-1 , MW-2, and MW-3; therefore, if it is going to increase the cost of the survey, it is not necessary to survey the Stream Well.

After talking to Kevin, I called you and told you to tell your survey crew not to survey the Stream Well and the Irrigation Ditch, if they had not done so already. You stated that you would let them know. In addition, you were pondering surveying the other wells in the vicinity of the production well while you are there. I informed you that we do not monitor those wells; therefore, for our purposes surveying those wells was not necessary.

If you have any questions, don't hesitate to contact me.

Thank you, Amy Ha Golder Associates Inc. 1009 Enterprise Way, Suite 350 Roseville, CA 95678 Tel: (916) 786-2424 x111 Fax: (916) 786-2434 Web: www.Golder.com <http://www.golder.com/>

CC: <[email protected]>, <[email protected]>, "Stacie Ford" <[email protected]>, <[email protected]>, "Lofholm, Steve" <[email protected]>

~eage f j

; . •

1 September 2006

Mr. DanielL. Warner California Regional Water Quality Control Board Water Resource Control Engineer Redding, California 96002

•

Reference: Notice of Violation, Request for information, Completion Report

This document along with the embedded pictures represents the actions taken with regard to the Notice of Violation, Request for information dated May 23, 2006. In Technical Report# 2 we defined our action plan and status of that plan. In addition we contracted with Golder and Associates to install monitoring within the leach field in the work plan submitted to you August 10, 2006. The work detailed in that plan has now been completed and the appropriate initiation of collection of data has commenced. The action plan status is confirmed as:

• Address the issue of training of associates regarding removal of screens, filters, and drain covers in processing areas where water will exit to the leachfield systems. This item is complete and has been added to the training schedule for review on an annual basis and to all personnel connected with operations in this area.

• Installation of primary fine media in catch pans that collect both water and debris from operations. These locations represent the first opportunity for debris to enter the system. This item is complete as shown in the pictures contained in technical report #2

• Installation of secondary fine media in the drain ports that lead to the leachfield under grates which may only be removed with the use of tools by the maintenance department. This item is complete as shown in the pictures contained in technical report #2

• Installation of a compartmented catch box prior to the meter which is prior to the distribution box but after the screened catch box that currently exists

• •• in the system exterior to .the building. The catch boxes are installed and operational as demonstrated by the pictures attached to this report.

• Installation of a sensored electronic level monitor that would alert personnel inside the plant that debris had been introduced into the system which would impede the flow of water to the screened distribution box. This is in progress and will be complete in the next two weeks. This is an additional electronic monitoring system that would advise the plant of failure of internal controls and catch points and will ensure that it is not possible for any debris to reach the leachfield final strainer.

At this time and continuing monitoring is conducted daily that includes inspection of catch screens, reading and recording of the meter and any maintenance required to maintain the area and systems in excellent condition.

Picture 1 - Leachfield distribution box

• •

Picture 2 - Inside of leachfield distribution box

Picture 3- Primary fine filter at source of debris

• •

Picture 5 - Secondary filter in trench drain with cover in place

• •

Picture 6- Current screened flow box external to the building

-r •

Picture 7- New installation of dual catch points at exterior of building prior to meter.

' . • •

Picture 8- Installed monitoring ports within the leachfield

. ' • • Picture - 9 Remainder of monitoring points within the leachfield as identified in work plan

If there are any other questions surrounding our Completion report, please contact Mr. Jim Peterson at CCDA waters, 530-918-7140.


JLP: jas

Californi.egional Water Quality C.rol Board Central Valley Region

Linda S. Adams Secretary for

Environmental Protection

14 August 2006

Redding Office 415 Knoll crest Drive, Suite 100, Redding, California 96002

(530) 224-4845 • Fax (530) 224-4857 http://www.waterboards.ca.gov/centralvalley

Mr. James Peterson, Plant Manager Coca Cola Danone Waters, L.L.C. 21 0 Ski Village Drive Mount Shasta, CA 96067

Arnold Schwarzenegger Governor

REVISED WORK PLAN TO INSTALL LEACHFIELD PIEZOMETERS COMMENTS, COCA COLA DANONE WATERS, L.L.C., SISKIYOU COUNTY

I have reviewed the Revised Work Plan to Install Leachfield Piezometers (Work Plan) dated 10 August 2006 prepared by Golder Associates for Coca Cola Danone Waters. I have the following comments regarding the Work Plan:

• I concur with the installation and locations of the four leachfield piezometers to monitor the leachfield for mounding.

• A report of field findings for the proposed work must be submitted to the Central Valley Regional Water Quality Control Board (Central Valley Water Board) by 1 October 2006. Please notify me at least five (5) business days prior to starting the field portion of this work so that the drilling procedures may be observed. A California Registered Geologist or Professional Civil Engineer must sign the report of field findings.

• The report of field findings should also include documentation that the leach line cleanouts were installed.

Waste Discharge Requirements Order No. 5-01-233 requires the technical report described above. If you fail to submit the technical report, enforcement actions, including administrative civil liability, may be taken.

If you have any questions, please contact me at (530) 224-4848 or at the letterhead address above.

Water Resource Control Engineer

DLW: reb

cc: Amy Ha, Golder Associates, Roseville U:\Cierical Documents\Robin's Correspondence 2006\Dan\CCDA-05 Workplan Comments.doc

California Environmental Protection Agency

y Recycled Paper

• Golder Associates Inc.

I 009 Enterprise Way, Suite 350 Roseville, CA 95678 Telephone (916) 786-2424 Fax (916) 786-2434

To; Mr. Dan Wamer

•

TRANSMITTAL

From: Amy Ha

Regional Water Quality Control Board Redding Branch

Date: August 10, 2006

415 Knoll crest Drive, Suite 100 Redding, CA 96002

Copies

Proj. No.: 033-7357

Description 1 Revised Work Plan to Install Leachfield Piezometers, CCDA

Spring Water Bottling Facility, Mount Shasta, Califomia.

Comments:

Mr. Wamer:

Sent by: 0 Regular Mail ~ FedEx 0 Courier 0 Other*

The revised work plan supersedes the Work Plan to Install Leachfield Piezometers sent on August 7, 2006. An error was found in the previous work plan. Please discard the previous work plan and refer to the revised version.

Please contact me if you have any questions.

;:;:;ry~ AmyHa Golder Associates Inc. 1009 Enterprise Way, Suite 350 Roseville, CA 95678 Tel: (916) 786-2424 xlll Fax: (916) 786-2434 Web: www.Golder.com

cc:

Copies Name & Address 1 Mr. Jim Peterson

CCDA Waters, L.L.C 210 Sld Village Drive Mount Shasta, CA 96067-9024

Sent by: 0 Regular Mail ~ FedEx 0 Courier 0 Other

OFFICES ACROSS AFRICA, ASIA, AUSTRALIA, EUROPE, NORTH AMERICA, AND SOUTH AMERICA

. \ • Golder Associates Inc. 1009 Enterprise Way, Suite 350 Roseville, CA USA 95678 Telephone: (916) 786-2424 Fax: (916) 786-2434

August 7, 2006

Central Valley Regional Water Quality Control Board Redding Branch 415 Knollcrest Drive, Suite 100 Redding, CA 96002

ATTN: Dan Warner

•

RE: REVISED WORK PLAN TO INSTALL LEACHFIELD PIEZOMETERS CCDA SPRING WATER BOTTLING FACILITY MOUNT SHASTA, CALIFORNIA

Dear Mr. Warner:

033-7357

On behalf of Coca-Cola Danone Waters, L.L.C. (CCDA), Golder Associates Inc. (Golder) is providing this revised work plan to install four leachfield piezometers. This work plan is required in the Notice of Violation (NOV) of Waste Discharge Requirements Order No. 5-01-233 (WDRs) dated May 23, 2006. The WDRs regulate the waste discharged from the water bottling facility at 210 Ski Village Drive (Site). Figure 1 shows the Site vicinity map. The NOV stipulates the installation of four piezometers within the leachfield to monitor the effluent level within the leachfield and installation of leach line cleanouts. Leach line cleanouts have already been installed as specified by the original designer. This work plan provides a description of the proposed installation of four piezometers for approval by the Regional Water Quality Control Board (RWQCB).

The following sections present leachfield installation information and a description of the piezometer installation.

BACKGROUND

Leachfield Installation

The CCDA discharges rinse water from the bottling operation into a leachfield located north of the bottling facility. Water discharged into the leachfield is distributed through four distribution pipes. Only four distribution lines were constructed, although the facility is permitted for seven distribution lines as shown on Figure 2. Water from each distribution line discharges into two perforated leach lines, and then percolates from the leach lines into the ground.

The distribution lines and leach lines were installed per the drawing specifications, as shown in Figure 3 and Figure 4. The distribution lines begin at the distribution box approximately 3 feet below ground surface (bgs) and extend southwest following the slope of the natural ground surface. The leach lines extend from the distribution lines in the southeast direction at a slope of0.0005.

PIEZOMETER INSTALLATION

A Golder field engineer will visit the CCDA facility during the month of August 2006 and install four piezometers with support from CCDA. The piezometers will be installed approximately two-thirds (approximately 130 feet) along the length of the leach lines from the distribution lines. The approximate location of the piezometers is shown in Figure 2. The leach lines are buried approximately 3 feet bgs at the locations where the piezometers will be installed. The leach line

Dan Wamer RWQCB

• -2-

• August2006

033-7357

trenches extend approximately another 2 feet below the leach lines at approximately 5 feet bgs. In order to measure the potentiometric surface for water percolating from the leach lines, the piezometer screen will extend a minimum of two feet below the leach line trenches.

CCDA will provide the necessary equipment to drill borings for the piezometers. The borings will be drilled with 8-inch diameter bobcat augers to a depth of 7 feet bgs. The drill cuttings and soil samples will be logged by a Golder geologist under the direct supervision of a Califomia Professional Geologist. The soil will be logged according to the Unified Soil Classification System (USCS).

Table 1 shows the construction details for the four piezometers. The piezometers will be constructed within the 8-inch diameter boreholes with approximately 5 feet of l-inch outside diameter Schedule 40 PVC machine-slotted well screen, and l-inch outside diameter Schedule 40 PVC blank well casing. A sand pack consisting of #2-12 sand will be placed from the bottom of each boring to a minimum of 0,5 feet above the top of the screened interval. A minimum of 1 foot bentonite seal will be placed above the sand pack. A locking riser well box will be installed in concrete at the surface and each well casing will be capped with a water tight locking expansion cap. Drill cuttings will be placed on the ground surface for later removal by Facility personnel.

The piezometers do not intercept the groundwater table, which is typically 40 feet bgs in this area and, therefore, do not require any local pennits.

The piezometers will be monitored weekly by CCDA personal as specified in the Monitoring and Reporting Program #5-01-233.

Completion Report

Golder will prepare a completion report on behalf of CCDA documenting the leachfield piezometer installation activities to sub1nit to the RWQCB.

~LEACH LINE CLEANOUT INSPECTION

When on-site to install the piezometers, a Golder field engineer will inspect the leach line cleanouts to confinn they were installed. Golder will document the findings in the completion rep01t.

' "JCLOSURE

Golder is prepared to install the four piezometers in the leachfield of the CCDA bottling facility in Mt. Shasta following written approval of this work plan by the RWQCB.

Please contact us if you have any questions or require additional infonnation (916)786-2424.

Sincerely,

GOLDER ASSOCIATES INC.

~~· Stephen T. Lofuohn, P.O. Senior Consultant

AmyHa Staff Engineer

Golder Associates

Dan Warner RWQCB

• -3-

Attachments: Table 1 -Piezometer Construction Details Figure 1 -Site Vicinity Map Figure 2 - Leach Field Plan Figure 3- Typical Line Sections Figure 4 - Typical Line Schedule

cc Jim Peterson CCDA

Golder Associates N:\Projects\033-7357 (Coca-Cola)\Piezometer Installation \Piezometer Workplan Revision.doc

• August 2006

033-7357

• •

TABLES

• • TABLE 1

PIEZOMETER CONSTRUCTION DETAILS CCDA Spring Water Bottling Facility, Mt Shasta, CA

Depth

4.0 3.0 2.0 1.0

0.0 0.5 1.0 1.5 2.0 2.5 3.0 3.5 4.0 4.5 5.0 5.5 6.0 6.5 7.0

Details D

Locking Riser Well Box

l-inch Sch 40 1------11

PVC- Blank

l-inch Sch 40 PVC- 0.020- #2-12 Sand inch Factory

Slot

N:\Projects\033-7357 (Coca-Cola)\Piezometer Installation\Table I Golder Associates

• •

FIGURES

~ sr::

Sacramento, CA

PROJECT No. OJJ-7357 FILE No.

i

1000

NOTES SITE VICINITY MAP 1. SOURCE OF IMAGE: SECOR

FIGURE 1

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Drawing file: Fig 3 - Leach 04, 2006 - 1

15'-o" 15'-a"

Sacramento, CA

PROJECT No. OJJ-7357 FILE No. 3 - Leac CAPO JDR DATE

4" 1'£ NON-PE:RF'ORATEO DISTRIBUTION LINE

TYPICAL DISTRIBUTION LINE SECTION

gjltll

ORIGINAL GROUND SURf' ACE

TYPICAL LEACH LINE SECTION{[\ &

NOTES

1. SOURCE OF IMAGE: CH2M HILL.

6" PVC ACC€SS liNE

......,,.__ __ 2 ,.

li'ROY::7.-6" SQ. • s• iHICK 2500 PSI CONC COU.AR

4 • PVC ACCESS PIPE: f'OR JEi CUWllNG

TYPICAL LINE SECTIONS

FIGURE 3

' Drawing file: Fig 4 - Line 04, 2006 - 1:46pm

DISTRIBUTION PIPELINE SCHEDULE LINE NO. LENGTH (FT) SLOPE (S1) SLOPE (S2) A (NOTE 2) B c

DL-1 42.4 0.0012 - 3625.00 3624.95 -DL-2 42.4 0.0377 0.0024 3625.00 3623.40 3623.30

DL-3 84.9 0.0354 0.0024 3625.00 3622.00 3621.90

DL-4 127.3 0.0416 0.0024 3625.00 3619.70 3619.60

DL-5 169.7 0.0418 0.0024 3625.00 3617.90 3617.80

DL-6 212.1 0.0424 0.0024 3625.00 3616.00 3615.90

DL-7 254.6 0.0432 0.0024 3625.00 3614.00 3613.90

LEACH LINE SCHEDULE LINE NO. LENGTH (FT) SLOPE (S) D (NOTE 2) E F

LL-1 200.00 0.0005 3624.95 3624.85 3628.35

LL-2 200.00 0.0005 3624.95 3624.85 3628.05

LL-3 200.00 0.0005 3623.30 3623.20 3627.30

LL-4 200.00 0.0005 3623.30 3623.20 3626.70

LL-5 200.00 0.0005 3621.90 3621.80 3626.30

LL-6 200.00 0.0005 3621.90 3621.80 3625.30

LL-7 200.00 0.0005 3619.80 3619.50 3624.10

LL-8 200.00 0.0005 3619.80 3619.50 3623.20

LL-9 200.00 0.0005 3617.80 3617.70 3622.10

LL-10 200.00 0.0005 3617.80 3617.70 3621.00

LL-11 200.00 0.0005 3615.90 3615.80 3619.80

LL-12 200.00 0.0005 3615.90 3615.80 3619.00

LL-13 200.00 0.0005 3613.90 3613.80 3618.30

LL-14 200.00 0.0005 3613.90 3613.80 3617.80

NOTES TYPICAL LINE SCHEDULE 1. SOURCE OF INFORMATION: CH2M HILL.

Sacramento, CA 2. A TO F REPRESENT ELEVATION (FT MSL). FIGURE 4 PROJECT No. 033-7357 FILE 3 - Leac CADD JDR DATE

.. • • Golder Associates Inc. 1009 Enterprise Way, Suite 350 Roseville, CA 95678 Telephone (916) 786-2424 Facsimile (916) 786-2434

TRANSMITTAL LETTER

To:

Cc:

Mr. Dan Warner Regional Water Quality Control Board Central Valley Region 415 Knollcrest Drive, Suite 100 Redding, CA 96002

Quantity Description

From:

Date:

Project No.:

1 Work Plan to Install Leachfield Piezometers, CCDA Spring Water Bottling Facility, Mount Shasta, CA

Quantity Name & Address

1 Jim Peterson CCDA Waters, LLC. 210 Ski Village Mount Shasta, CA 96067

ld$!r SOCJates Inc.

AmyHa

August8,2006

033-7357

Sent by:

0 Regular Mail [8:1 FedEx

0 Courier 0 Other

Sent by:

0 Regular Mail [8:1 FedEx

0 Courier 0 Other

0 Regular Mail 0 FedEx 0 Courier 0 Other



0 Regular Mail 0 FedEx

0 Courier 0 Other

Offices in Australia, Canada, Germany, Hungary, Italy, Sweden, United Kingdom, United States

• Golder Associates Inc. 1009 Enterprise Way, Suite 350 Roseville, CAUSA 95678 Telephone: (916) 786-2424 Fax: (916) 786-2434

August 7, 2006

Central Valley Regional Water Quality Control Board Redding Branch 415 Knollcrest Drive, Suite 100 Redding, CA 96002

ATTN: Dan Warner

•

RE: WORK PLAN TO INSTALL LEACHFIELD PIEZOMETERS CCDA SPRING WATER BOTTLING FACILITY MOUNT SHASTA, CALIFORNIA

Dear Mr. Warner:

033-7357

Golder Associates Inc. (Golder) is pleased to provide this work plan on behalf Coca-Cola Danone Waters, L.L.C. (CCDA) as required in the Notice of Violation (NOV) of Waste Discharge Requirements Order No. 5-01-233 (WDRs) dated May 23, 2006. The WDRs regulate the waste discharged from the water bottling facility at 210 Ski Village Drive (Site). Figure 1 shows the Site vicinity map. The NOV stipulates the installation of four piezometers within the leachfield on the Site to monitor the effluent level within the leachfield. This work plan provides a description of the proposed installation of four piezometers for approval by the Regional Water Quality Control Board (RWQCB).

The following sections present leachfield installation information and a description of the piezometer installation.

BACKGROUND

Leachfield Installation

The CCDA discharges rinse water from the bottling operation into a leachfield located north of the bottling facility. Water discharged into the leachfield is distributed through four distribution pipes. Only four distribution lines were constructed, although the facility is permitted for seven distribution lines as shown on Figure 2. Water from each distribution line discharges into two perforated leach lines, and then percolates from the leach lines into the ground.

The distribution lines and leach lines were installed per the drawing specifications as shown in Figure 3 and Figure 4. The distribution lines begin at the distribution box approximately 3 feet below ground surface (bgs) and extend southwest at the slopes specified on Figure 4. The leach lines extend from the distribution lines in the southeast direction at a slope of0.0005.

PIEZOMETER INSTALLATION

A Golder field engineer will visit the CCDA facility during the month of August 2006 and install four piezometers with support from CCDA. The piezometers will be installed approximately two-thirds (approximately 130 feet) along the length of the leach lines from the distribution lines. The approximate location of the piezometers is shown in Figure 2. The leach lines are buried approximately 3 to 9 feet bgs at the locations where the piezometers will be installed. To measure the

~- . .,-I

Dan Warner RWQCB

• -2-

• August2006

033-7357

approximately 3 to 9 feet bgs at the locations where the piezometers will be installed. To measure the potentiometric surface for water percolating from the leach lines, the piezometer screen will extend a minimum of three feet below the leach lines.

CCDA will provide the necessary equipment to drill borings for the piezometers. The borings will be drilled with 8-inch diameter bobcat augers to depths of 7 to 12 feet bgs. The drill cuttings and soil samples will be logged by a Golder geologist under the direct supervision of a California Professional Geologist. The soil will be logged according to the Unified Soil Classification System (USCS).

Table 1 shows the construction details for the four piezometers. The piezometers will be constructed within the 8-inch diameter boreholes with approximately 5 feet of l-inch outside diameter Schedule 40 PVC machine-slotted well screen, and l-inch outside diameter Schedule 40 PVC blank well casing. A sand pack consisting of #2-12 sand will be placed from the bottom of each boring to a minimum of 0.5 feet above the top of the screened interval. A minimum of 1 foot bentonite seal will be placed above the sand pack. A locking riser well box will be installed in concrete at the surface and each well casing will be capped with a water tight locking expansion cap. Drill cuttings will be placed on the ground surface for later removal by Facility personnel.

The piezometers do not intercept the groundwater table, which is typically 40 feet bgs in this area and, therefore, do not require any local permits.

The piezometers will be monitored weekly by CCDA personal as specified in the Monitoring and Reporting Program #5-01-233.

Completion Report

Golder will prepare a completion report on behalf of CCDA documenting the leachfield piezometer installation activities to submit to the RWQCB.

CLOSURE

Golder is prepared to install the four piezometers in the leachfield of the CCDA bottling facility in Mt. Shasta following written approval of this work plan by the RWQCB.

Please contact us if you have any questions or require additional information (916)786-2424.

Sincerely,

GOLDER ASSOCIATES INC.

AmyHa Staff Engineer

Golder Associates

Dan Warner RWQCB

• -3-

Attachments: Table 1 -Piezometer Construction Details Figure 1 - Site Vicinity Map Figure 2- Leach Field Plan Figure 3- Typical Line Sections Figure 4- Typical Line Schedule

cc Jim Peterson CCDA

Golder Associates N:\Projects\033-7357 (Coca-Cola)\Piezometer Instal latiotRiezometer Workplan.doc

• August 2006

033-7357

• •

TABLES

TABLE 1 PIEZOMETER CONSTRUCTION DETAILS

CCDA Spring Water Bottling Facility, Mt Shasta, CA

P-2 ---------~------

L3 and L4 L5 3 feet 5 feet

Piezometer Backfill Piezometer Backfill Piezometer Piezometer Details Details Details Details Details Details Details Details

4.0 • 3.0 Locking Riser Locking Riser Locking Riser Locking Riser 2.0 Well Box Well Box Well Box Well Box 1.0

l-inch Sch 40 0.0

PVC- Blank l-inch Sch 40 Concrete - Cortcrete 0.5

PVC- Blank 1.0

l-inch Sch 40 1.5

PVC- Blank 2.0

l-inch Sch 40 2.5

PVC- Blank 3.0 3.5 l-inch Sch 40 4.0 PVC- 0.020- #2-12 Sand

i

4.5 inch Factory l-inch Sch 40 #2-12 Sand I 5.0 Slot PVC- 0.020-

5.5 inch Factory I

6.0 Slot I

6.5 l-inch Sch 40 7.0 7.0 ft. Bottom of Borehole PVC- 0.020-

#2-12 Sand • I 7.5 inch Factory 8.0 8.0 ft. Bottom of Borehole Slot 8.5

l-inch Sch 40 9.0 #2-12 Sand 9.5

PVC- 0.020-

10.0 10.0 ft. Bottom of Borehole inch Factory

10.5 Slot

11.0 11.5 12.0 12.5

N:\Proposal\P06-131-0 I 05 (CCDA piezometer install)\Piezometer proposal\ Table I Golder Associates

• •

FIGURES

• •

•

• 500 \000

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NOTES SITE VICINITY MAP 1. SOURCE OF IMAGE: SECOR

Sacramento, CA FIGURE 1 PROJECT No. 033-7357 FILE No.

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Drawing file: Fig .3 - Leach Line.dwg Aug 04, 2006 - 1:45pm

15'-0' \!i'-«:1"

Sacramento, CA

PROJECT No. 033-7357 ALE No.F19 3 - Leoc CADD JDR DATE 08/03/06

4" P£ NON -P£RrORAf£0 DISfltiB\Jl\0« !.INE

TYPICAL DISTRIBUTION LINE SECTION

[ ORIGINAL CROVND SURfAC£

TYPICAL LEACH LINE SECTION([\ --~ 5

NOTES

1. SOURCE OF IMAGE: CH2M HILL.

--2 f4

L !lOOI'S PROVI!lt 1'-6' S() • &' THICK 2500 PSI CQNC COL\.M

4' PVC '-CCESS PIP£ FOR JEl CU:AiliNG

TYPICAL LINE SECTIONS

FIGURE 3

•

•

Drawing file: Flg 4 - Line Schedule.dwg Aug 04, 2006 - 1:46pm

DISTRIBUTION PIPELINE SCHEDULE LINE NO. LENGTH (FT) SLOPE (S1) SLOPE (S2) A (NOTE 2) B c

DL-1 42.4 0.0012 - 3625.00 3624.95 -DL-2 42.4 0.0377 0.0024 3625.00 3623.40 3623.30

DL-3 84.9 0.0354 0.0024 3625.00 3622.00 3621.90

DL-4 127.3 0.0416 0.0024 3625.00 3619.70 3619.60

DL-5 169.7 0.0418 0.0024 3625.00 3617.90 3617.80 • DL-6 212.1 0.0424 0.0024 3625.00 3616.00 3615.90

DL-7 254.6 0.0432 0.0024 3625.00 3614.00 3613.90

LEACH LINE SCHEDULE LINE NO. LENGTH (FT) SLOPE (S) D (NOTE 2) E F

LL-1 200.00 0.0005 3624.95 3624.85 3628.35

LL-2 200.00 0.0005 3624.95 3624.85 3628.05

LL-3 200.00 0.0005 3623.30 3623.20 3627.30

LL-4 200.00 0.0005 3623.30 3623.20 3626.70

LL-5 200.00 0.0005 3621.90 3621.80 3626.30

LL-6 200.00 0.0005 3621.90 3621.80 3625.30

LL-7 200.00 0.0005 3619.80 3619.50 3624.10

LL-8 200.00 0.0005 3619.80 3619.50 3623.20 • LL-9 200.00 0.0005 3617.80 3617.70 3622.10

LL-10 200.00 0.0005 3617.80 3617.70 3621.00

LL-11 200.00 0.0005 3615.90 3615.80 3619.80

LL-12 200.00 0.0005 3615.90 3615.80 3619.00

LL-13 200.00 0.0005 3613.90 3613.80 3618.30

LL-14 200.00 0.0005 3613.90 3613.80 3617.80

NOTES TYPICAL LINE SCHEDULE 1. SOURCE OF INFORMATION: CH2M HILL.

2. A TO F REPRESENT ELEVATION (FT MSL). FIGURE 4 PROJECT No. OJJ-7357 fllE No.Fig 3 - Leac CAilO JOR DATE 06/0J/06

•

29 June 2006

Mr. Daniel L. Warner California Regional Water Quality Control Board Water Resource Control Engineer Redding, California 96002

•

Reference: Notice of Violation, Request for information, Technical Report #2 Action Plan

This document along with the embedded pictures represents the actions taken and those planned to address the issues identified in the request dated May 23, 2006. As it has been described in Technical report# 3 we have undertaken numerous immediate actions to address the issue as cited and those efforts have provided and continue to provide assurance that overflowing of the spring rinse water at the leachfield distribution box will not take place. Our internal root cause analysis procedure and action plans are identified herein along with pictures of the work completed , current conditions, and work which will be completed soon.

The action plan components are presented as:

• Address the issue of training of associates regarding removal of screens, filters, and drain covers in processing areas where water will exit to the leachfield systems

• Installation of primary fine media in catch pans that collect both water and debris from operations. These locations represent the first opportunity for debris to enter the system.

• Installation of secondary fine media in the drain ports that lead to the leachfield under grates which may only be removed with the use of tools by the maintenance department.

• Installation of a compartmented catch box prior to the meter which is prior to the distribution box but after the screened catch box that currently exists in the system exterior to the building.

• Installation of a sensored electronic level monitor that would alert personnel inside the plant that debris had been introduced into the system which would impede the flow of water to the screened distribution box.

• • The introduction of these action plans will prohibit the possibility of contamination of the screen in the distribution box which we have determined to be the end result of the removal of screens in areas of machinery and equipment where debris is generated.

The current status of activities is as follows:

• Address the issue of training of associates regarding removal of screens, filters, and drain covers in processing areas where water will exit to the leachfield systems. This item is complete and has been added to the training schedule for review on an annual basis and to all personnel connected with operations in this area.

• Installation of primary fine media in catch pans that collect both water and debris from operations. These locations represent the first opportunity for debris to enter the system. This item is complete and pictures are embedded at the end of this report.

• Installation of secondary fine media in the drain ports that lead to the leachfield under grates which may only be removed with the use of tools by the maintenance department. This item is complete and pictures are embedded at the end of this report.

• Installation of a compartm·ented catch box prior to the meter which is prior to the distribution box but after the screened catch box that currently exists in the system exterior to the building. The parts to implement this initiative have been ordered and current delivery is scheduled for the third week of July with installation to begin the following week.

• Installation of a sensored electronic level monitor that would alert personnel inside the plant that debris had been introduced into the system which would impede the flow of water to the screened distribution box. This work will be complete in the first week of August and will incorporate reporting and actions to be taken should the alarm be activated.

At this time and continuing following the implementation of the action plans daily monitoring is conducted daily that included inspection of catch screens, reading and recording of the meter and any maintenance required to maintain the area and systems in excellent condition.

The report of May 23, 2006 also identified that stream gauge monitoring was not supplied to the Central Valley Water Board . At the time of the inspection, these reports had not been received from the vendor, but have subsequently been provided as required when they were received.

Waste Discharge Requirements also included the installation of additional piezometers in the three wells that are onsite in the area of the leachfield. Included in this packet is

• • the signed acceptance of costs from Golder Associates to install the devices along with the specifications of the devices to be used. The original installation included a piezometer which was removed at some point to facilitate the extraction of water for testing which has been included in the quarterly reports. The installation and calibration of these piezometers will be complete in the month of July when the next quarterly reading takes place.

Picture 1 - Leachfield distribution box

Picture 2- Inside of leachfield distribution box

• •

Picture 3 - Primary fine filter at source of debris

• •

Picture 4 - Secondary fine filter in trench drain shown without cover

Picture 5 -Secondary filter in trench drain with cover in place

• •

Picture 6 - Current screened flow box external to the building

If there are any other questions surrounding our action plans, please contact Mr. Jim Peterson at CCDA waters, 530-918-7140.

r);~ James L. Peterson General Manager CCDA Waters Mount Shasta

JLP: jas

• • PROPOSAL ACCEPTANCE FORM

PROPOSAL NUMBER;_: ______ P:::.....:0=6:......::-1=3~1-..:::.00::::....::9:...:2~---------

RE: Proposal to install pressure transducers

CCDA spring water bottling FACILITY

MOUNT SHASTA, CALIFORNIA

SUBMITTED the ---=l=S_th __ day of June , 2006 ~

By: Maureen Mathias Kerner and Steve Lofholm for Golder Associates Inc.

The Proposal dated 6/15/06, attached hereto as Exhibit 'A' and Golder Associates Inc.

Terms and Conditions (dated 04/02) attached hereto as Exhibit 'B', comprise the entire

agreement between Golder Associates Inc. and Client.

ACCEPTED this

BY: (Signature) ~ ~ NAME: (Print or ~/?S L~ fJ~7e.$oAJ TITLE: (Print or Type) C1;nui:T1UI'J., /v!A-Ai/IOG1~/ ee lJ4 i~U4-r&12s t L ,e.

• Golder Associates Inc. 1009 Enterprise Way, Suite 350 Roseville, CA USA 95678 Telephone: (916) 786-2424 Fax: (916) 786-2434

June 15, 2006

CCDA Waters, L.L.C 210 Ski Village Drive Mount Shasta, CA 96067-9024

ATTN: Jim Peterson

•

RE: PROPOSAL TO INSTALL PRESSURE TRANSDUCERS CCDA SPRING WATER BOTTLING FACILITY MOUNT SHASTA, CALIFORNIA

Dear Mr. Peterson:

P06-131-0092

Golder Associates Inc. (Golder) is pleased to provide this proposal to install pressure transducers at the Coca-Cola Danone Waters, L.L.C. (CCDA) facility in Mount Shasta, California. We have developed this proposal as requested by you during our phone conversation on May 24, 2006.

Golder is currently conducting quarterly monitoring from existing pressure transducers installed in one production well, two groundwater monitoring wells, and two surface water monitoring points at the CCDA facility. We understand that CCDA needs to install two additional transducers in monitoring wells MW-2 and MW-3 located within the facility's leach field. CCDA also needs to replace the pressure transducer that was removed from the Lower Well a few years ago. Once installed, these new instruments will need to be added to the facility's existing quarterly monitoring program.

The following sections present our proposed scope of work, cost estimate, and schedule for completing these tasks.

SCOPE OF WORK

The proposed scope of work includes the two tasks described below.

Task 1 - Install Pressure Transducers

A Golder field engineer will visit the CCDA facility during our quarterly monitoring in June or July 2006 and install two pressure transducers in MW-2 and MW-3, in addition to uploading data from the five existing transducers. MW-2 and MW-3 are located in the facility's leach field. The pressure transducers we propose to install are the Level Troll™ 500 available from In-Situ Inc. The Level Troll™ 500 is the current equivalent of the type of transducers used in the existing monitoring locations, which are now obsolete. The Level Troll™ 500s are equipped with data loggers capable of collecting water levels and temperature. For selection purposes, we have assumed the transducers will be exposed to a maximum head of 30 pounds per square inch (psi). The transducer-package will include a communication cable that extends from the ground surface down the well to the pressure transducer, an uploading cable, and associated software. The communicate cable will be 50 feet long and vented to allow direct measurement of water levels. For your reference, we have attached a brochure of the Level Troll™ 500 to this proposal.

Jim Peterson CCDA

• ~2~

• June2006

P06-131 ~0092

Golder will also replace the mini Troll™ transducer that was removed from the Lower Well several years ago. We assume that CCDA still bas the transducer and communication cable. A Golder field engineer will check the instrument for proper operation, add batteries to the unit, install it, and set the datalogger parameters for daily monitoring of pressure and water levels.

Task 2- Quarterly Monitoring of New Data Loggers

Golder will add monitoring of the two new pressure transducers, as well as the third pressure trausducer CCDA will be replacing in the Lower Well, to the on-going quarterly 1nonitoriug program. This task will include downloading the data accumulated during th~ previous quarter from each of the data loggers onto a laptop computer. After the data download has been verified, the pressure transducer data register will be reset.

As we do for the five existing pressure transducers, Golder will import the groundwater data (water levels and temperatures) from the three newly installed instruments into a Microsoft Excel® spreadsheet and produce graphs for each monitoring point showing fluctuations in water levels and temperature over time. Golder will also prepare a brief letter report documenting the results of each of the data collection events. Golder will submit a copy of the data to CCDA for inclusion in their quarterly report that they submit to the Regional Water Quality Control Board.

Golder will then upload the additional quarterly water level and temperature data into Coca-Cola's iSee GIS Database.

Golder will provide these additional 1nonitoring and reporting services for the remaining three quarters of 2006.

COST ESTIMATE

We propose to perform the above work in accordance with the existing Master Services Agreement between Coca-Cola and Golder Associated Inc. Golder will complete the scope of work described above for an estin1ated cost of$6,641. A detailed cost breakdown is shown on Table 1. Invoices will be based on actual time and expenses and will not-to-exceed this cost estimate without your prior approval.

CLOSURE

Golder appreciates the opportunity to continue providing environmental services your CCDA facility. If you are in agreement with this proposal, please execute a work order as outlined in the Consulting Services Terms and Conditions Agreement. Please contact us if you have any questions or require additional information (916)786-2424.

Sincerely,

~· Stephen T. Lofholm, R. . Senior Consultant

Attachment: Table 1, Detailed Cost Estimate Level Troll™ 500 Brochure

Golder Associates N:\Proposai\P06-131-0092 (CCDA- i11staD dataloggers and conduct survey)\ Transducer Proposal 6-14_ 06.doc

Maureen Mathias Keri1er Project Engineer

Level TROLL 500

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file :///NJ!Proposal/P06-131-0092%20(CCDA %20-%20ins ... %20and%20conduct%20survey)/Level%20TROLL %20500.htm ( I of 3)6/ 15/2006 5:32: I 0 PM

• Mine sites • • Level TROLL 500

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intrusion • Extend cables by simply adding additional segments- maximizes your investment and maintain flexibility with your unit. • -20 to 80°C temperature range- useful for geothermal and hot spring research and monitoring • Easiest ever Win-Situ(TM) software - get the data you need fast! Large, sizable display that's easy to see from a distance . • Linear logging- perfect for long-term monitoring • Pause logging feature- Pause logging when removing a unit. Reinstall and restart where you left off! • Specify start and stop times for logging- collect the data you need up to the date you want and no more • Ability to "undelete" files from the unit- no worries of accidentally deleting your data. • Data saved by sites not files- collect and save information by site automatically. No need to transfer data later. • Easy-to-read memory and battery gauges- know exactly how much is left • Friendly Wizards guide every step- reduces complicated steps and the need for tedious manuals • Submersible ranges up to 351m I cable length up to 1200m- measure to the depth you need. • FCC and CE emission tested- prevents susceptibility to outside emission interference and transient electrical surges • Version, range, and manufacturing info printed on side of the unit- know the details of the unit without opening the

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General Operating temperature range Dimensions Weight (includes hanger) Output options Housing material Nose cone material

Power Internal battery Typical life* External power

Logging Memory I data records** Logging Rate

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file ://IN I/Proposal!P06-131 -0092%20(CCDA %20-%20ins ... %20and%20conduct%20survey)/Level%20TROLL%20500.htm (2 of 3)6/ J 5/2006 5:32: 10 PM

Level TROLL 500 ~

l\llodbus ·SDI-12 Measurement Types

Level Sensor Type Material Accuracy, FS FS = Full Scale

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Rugged Cables with Twist-Lock Connectors Connector* Number of conductors Internal Conductor Material Diameter 6.7mm (0.265•h) Bend Radius Cable Types:

• 0.5 sec 0.5 sec Linear, Fast Linear **data record = one parameter with timestamp

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Non-vented:

• 21 m, 69ft (206.8 kPa, 30 psi) • 70 m, 231 ft (689.5 kPa, 100 psi) • 211 m, 692 ft (2068 kPa, 300 psi) • 351 m, 1153 ft (500 psi)

Note: subtract barometric pressure to obtain usable range

Silicon +/-0.1C 0.01 Cor better -20 to 80C

Twist-Lock connector OR stripped & tinned wire 6 Polypropylene Break strength 127 kg (280 lbs) 2X diameter of cable = 13. 72mm I 0.54 in

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Minimum Computer System Requirements: 400MHz Pentium(R) II , 128MB RAM , 100MB free disk space, Internet Explorer(R) 5.0 or higher, Windows(R) 2000 Professional SP2 or better, or Windows XP Professional SP1 or better

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Contact Us

Copyright (C) 2005 In-Situ, Inc. All rights reserved .

file :///N j/Proposal/P06-131-0092%20(CCDA %20-%20ins ... %20and%20conduct%20survey )/Levei%20TROLL%20500.htm (3 of 3)6115/2006 5:32: 10 PM

California.gional Water Quality C.ol Board Central Valley Region

Linda S. Adams Secretary for

:nvironmental Protection

16 June 2006

Redding Office 415 Knollcrest Drive, Suite 100, Redding, California 96002

(530) 224-4845 • Fax (530) 224-4857 http://www.waterboards.ca.gov/centralvalley

Mr. James Peterson, Plant Manager Coca Cola Danone Waters, L.L.C. 210 Ski Village Drive Mount Shasta, CA 96067


MONTHLY MONITORING REPORT SUBMITTAL FORM, COCA COLA DANONE WATERS, L.L.C., SISKIYOU COUNTY

Enclosed is a computer disk containing an Excel spreadsheet to be used by Coca Cola Danone Waters, L.L.C., Siskiyou County for reporting daily, weekly, quarterly, and annual monitoring results as required by Monitoring and Reporting Program No. 5-01-233.

If you have any questions regarding the use of the Excel spreadsheet contained on the enclosed computer disk, please contact me at (530) 224-4848 or the letterhead address above.

Daniel Warner Water Resource Control Engineer North Regulatory Unit

DLW: reb

U:\Cierical Documents\Robin's Correspondence 2006\Dan\CCDA-04 Transmittal Letter James Peterson.doc


y Recycled Paper

-~------

.. 1 •

"-15 June 2006

Mr. DanielL. Warner California Regional Water Quality Control Board Water Resource Control Engineer Redding, California 96002

•

Reference: Notice of Violation, Request for information, Technical Report #.3 Repair Activities

The report shown in this document summarizes the activities undertaken by CCDA Waters of Mount Shasta, California to eliminate the condition observed of surfacing effluent from our bottle rinsing operations in the report dated May 2, 2006.

The condition of water surfacing was immediately addressed onsite by the maintenance staff of the facility on the day of the inspection. The action taken was to remove debris, in the form of shredded paper and residual from our extracting bailers, used when materials are compacted for recycling. All of this material was captured by a screen installed in the distribution box for the leachfield which was a part of the original design. A review of the records shows that on the morning of the inspection a meter reading was taken and at that time there was no visible signs of overflow, however is was noted that the meter was also blocked from recording as a result of the same debris. That meter is and has been operational with recorded data since May 2, 2006.

Immediately following the cleaning of the screen at the distribution box, the condition of water escaping to the surface was alleviated. As follow up the plant Leadership Team initiated a formal Corrective Action internally to find the root cause of this issue. The team consisted of department heads, the General Manager, Engineering Staff, Maintenance department personnel and operators from the production lines. After an initial meeting to go over the inspection report and subsequent actions taken, each of the members collected data and information surrounding the incident. The Corrective Action met again a week later to present the possible causes that allowed the debris to enter the system and draft further action plans to ensure that no further incidents could take place.

• • The work of the Corrective Action team resulted in the finding that a screen had been removed from the two extraction bailers in the production area. The intention of that screen was to stop waste debris from the extraction process from entering the drains which flow to the leachfield. With the screens removed the debris flowed to the trench drain which flows to the leachfield and subsequently the debris that was identified at the screen of the distribution box originated from those points.

The actions taken to date: 1. The screens at the extraction bailers have been replaced 2. Secondary screens in the trench drains have been installed to prevent debris

from entering the drainage system even if the screens at the bailers are removed.

3. A design is in progress for the installation of a monitored and cleanable catch basin located prior to the meter and distribution box. This basin will be closed and incorporate flow monitoring and debris buildup with and electronic monitoring system that will notify the maintenance department prior to the potential for build up. The system will also incorporate a "Y" diversion valve which will divert the flow to a second screened chamber while the primary chamber is being addressed.

4. Until the installation is complete of the catch basin monitoring of the conditions of distribution box will take place two times per day with reported conditions and monitoring of any build up a the source, extraction bailers, will take place each shift.


~~~ fa~~~ L. Peterson General Manager CCDA Waters Mount Shasta

JLP: jas

15 June 2006


Reference: Notice of Violation, Request for information, Technical Report #3 Repair Activities


The condition of water surfacing was immediately addressed onsite by the maintenance staff of the facility on the day of the inspection. The action taken was to remove debris, in the form of shredded paper and residual from our extracting bailers, used when materials are compacted for recycling. All of this material was captured by a screen installed in the distribution box for the leachfield which was a part of the original design. A review of the records shows that on the morning of the inspection a meter reading was taken and at that time there was no visible signs of overflow, however is was noted that the meter was also blocked from recording as a result of the same debris. That meter is and has been operational with recorded data since May 2, 2006.


The work of the Corrective Action team resulted in the finding that a screen had been

removed from the two extraction bailers in the production area. The intention of that screen was to stop waste debris from the extraction process from entering the drains which flow to the leachfield. With the screens removed the debris flowed to the trench drain which flows to the leachfield and subsequently the debris that was identified at the screen of the distribution box originated from those points.







JLP: jas

I

' :

---- -------- _____ " _____ ---------~---- -----·--------- -----"-··- --~-------~-------------

15 June 2006


-----------------

Reference: Notice of Violation, Request for information, Technical Report #3 Repair Activities


The condition of water surfacing was immediately addressed on site by the maintenance staff of the facility on the day of the inspection. The action taken was to remove debris, in the form of shredded paper and residual from our extracting bailers, used when materials are compacted for recycling. All of this material was captured by a screen installed in the distribution box for the leachfield which was a part of the original design. A review of the records shows that on the morning of the inspection a meter reading was taken and at that time there was no visible signs of overflow, however is was noted that the meter was also blocked from recording as a result of the same debris. That meter is and has been operational with recorded data since May 2, 2006.


The work of the Corrective Action team resulted in the finding that a screen had been

~~-~~··~~·~~--

removed from the two extraction bailers in the production area. The intention of that screen was to stop waste debris from the extraction process from entering the drains which flow to the leachfield. With the screens removed the debris flowed to the trench drain which flows to the leachfield and subsequently the debris that was identified at the screen of the distribution box originated from those points.





If there are any other questions surrounding our action plans, please contact Mr. Jim Peterson at CCDAwaters, 530-918-7140.


JLP: jas

' • • California Regional Water Quality Control Board

Linda Adams Secretary

23 May 2006

Central Valley Region

Redding Branch Office 415 Knollcrest Drive, Suite 100, Redding, California 96002

Phone (530) 224-4845 • FAX (530) 224-4857 http://www.waterboards.ca.gov

NOTICE OF VIOLATION

CERTIFIED MAIL


7003 3110 0002 0399 7124

Mr. James Peterson, Plant Manager Coca Cola Danone Waters, L.L.C. 21 0 Ski Village Drive Mount Shasta, CA 96067

VIOLATION OF WASTE DISCHARGE REQUIREMENTS ORDER NO. 5-01-233 AND CALIFORNIA WATER CODE SECTION 13267 REQUEST FOR INFORMATION, COCA COLA DANONE WATERS, L.L.C., SISKIYOU COUNTY

The discharge of waste from the Coca Cola Danone Waters, L.L.C. (CCDA) water bottling facility at 210 Ski Village Drive is regulated by the Central Valley Regional Water Quality Control Board (Central Valley Water Board) pursuant to Waste Discharge Requirements (WDRs) Order No. 5-01-233, adopted by the Central Valley Water Board on 7 September 2001.

On 2 May 2006, Central Valley Water Board staff insrJected the CCDA water bottling facility.L.._ __ _ leachfield, monitoring wells, and offsite property to the south. During the inspection, effluent was observed leaking from the distribution box, flowing over the leachfield, and off site to the south. A copy of our inspection report is attached to this letter.

As described in the inspection report, violations of the WDRs were noted, as follows:

• Waste Discharge Requirements Order No. 5-01-233, Discharge Prohibition A.1 states, "The discharge of bottle rinse water, floor wash water, CfP wastewater, pipeline disinfection water, and domestic wastewater to surface waters or surface water drainage courses is prohibited." As described in the inspection report, CCDA has violated this prohibition by allowing effluent to discharge to a surface water drainage course.

• Waste Discharge Requirements Order No. 5-01-233, Discharge Specifications B.1 states, "Neither the treatment nor the discharge shall cause a nuisance or condition of pollution as defined by the California Water Code, Section 13050." As described in the inspection report, CCDA has violated this specification by allowing effluent to discharge in a manner causing nuisance conditions.


Recyc!ed Paper

Mr. James Peterson, Plant !nager - 2 - • 23 May 2006

• Waste Discharge Requirements Order No. 5-01-233, Discharge Specifications B.3 states, "The discharge shall remain within the designated disposal area at all times." As described in the inspection report, CCDA has violated this specification. by allowing effluent to discharge to a surface drainage course offsite.

• Waste Discharge Requirements Order No. 5-01-233, Discharge Specifications B.4 states, "The discharge shall remain underground at all times." As described in the inspection report, CCDA has violated this specification by allowing effluent to discharge to the ground surface from the distribution box.

• Waste Discharge Requirements Order No. 5-01-233, Provisions E.3 states, "The Discharger shall install and survey the two monitoring wells and install four Piezometers referenced in the consultant's report prior to the discharge of bottle rinse and floor wash to the leachfield. (Surveying the Piezometers is not required.) The design and specifications of the monitoring wells and Piezometers shall be submitted to the Regional Board for review prior to installation." CCDA has violated this provision by not installing the required piezometers and discharging to the leachfield.

• Monitoring and Reporting Program No. 5-01-233, Stream Gauge Monitoring states, "The Discharger shall install a stream gauge on Big Springs Creek and report gauge readings at least weekly. The stream data shall be submitted with the monthly monitoring report." CCDA has violated the monitoring and reporting program by failing to submit stream gauge readings to the Central Valley Water

~~~~~Boar~~.------------------------

Pursuant to the California Water Code (CWC), Section 13265, your violations, as described above, could subject you to civil liability in an amount up to one thousand dollars ($1 ,000) for each day in which a violation occurs. Additionally, further enforcement actions may be taken if you do not comply with the requirements of this Notice of Violation and CWC Section 13267 Request, or your remedial actions are not adequate to eliminate the discharge violations.

Pursuant to the CWC Section 13267, you are required to submit the technical reports described below by the due dates indicated:

"'Technical Report #1 Proposed Action Plan:

A report that fully describes plans for installing four piezometers within the leachfield to monitor the effluent level in the leachfield dispersal system. The report must also fully describe plans for installation of leach line cleanouts as originally specified by the designer. Please submit the proposed action plan by 1 July 2006. A completion report must be submitted by 1 September 2006 for work completed under the action plan.

'Technical Report #2 Proposed Action Plan:

A report that fully describes plans for installing additional traps/filters within the effluent line to prevent future plugging of the leachfield distribution box. The plan must include internal procedures for maintenance and inspections. Please submit the proposed action plan by

• Mr. James Peterson, Plant Manager • 23 May 2006 - 3 -

1 July 2006. A completion report must be submitted by 1 September 2006 for work completed under the action plan.

Technical Report #3 Repair Activities:

By 15 June 2006, please submit a· report detailing what measures you have taken or are taking to eliminate the condition of surfacing or leaking effluent. Repair activities may be subject to approval by other responsible governmental entities, such as Siskiyou County Public Health Department, Environmental Health Division. You are required to take all measures necessary to prevent public contact with the surfacing effluent and eliminate the presence of surfacing effluent.

The technical reports described above are required in order to determine the exact cause of the discharge violations and demonstrate the actions CCDA has taken to eliminate the discharge violations. Pursuant to the California Water Code Section 13268, failure to submit the technical reports described above, by the indicated due dates, may result in additional civil liability in an amount up to one thousand dollars ($1 ,000) for each day that a technical or monitoring report is not submitted.

If you have any questions, please contact Mr. Daniel L. Warner of my staff at (530) 224-4848 or at the tterh address above.

ES C. PEDRI, P.E. --~ --- ss1stant Executiveofflcer _____ _

DLW: sae

Attachment

cc: Siskiyou County Public Health Department, Environmental Health Division, Yreka

U:\Staff\Cierical Documents\Finai\Sonja's All Units Correspondence\North Regulatory Unit\Warner\2006\Second Quarter\May\CCDA-02 NOV.doc

• • CENTRAL VALLEY REGIONAL WATER QUALITY CONTROL BOARD

I 'INSPE2t!~~ REPORT' ' !";, ~ A ' /

DISCHARGER: Coca Cola Danone Waters, L.L.C.

LOCATION & COUNTY: Mount Shasta, Siskiyou County

CONTACT(S):

INSPECTION DATE:

INSPECTED BY:

ACCOMPANIED BY:

Nacho Mori, Quality Assurance Team Leader Don Pippin, Production Manager Rich Pineda, Maintenance Manager

02 May 2006

Daniel L. Warner

Nacho Mori (530) 918-7154

OBSERVATIONS AND COMMENTS:

- -·· ------ -~ ---------- -------------

Introduction/Background

04 May 2006

Coca Cola Danone Waters, L.L.C. (CCDA) owns and operates a water bottling facility, (Assessor's Parcel No. 03 7-140-01 0) immediately north of the city limits of the City of Mt. Shasta in Siskiyou County, Section 9, T40N, R4W, MDB&M. The CCDA water bottling facility lies within the Upper Sacramento Hydrologic Unit (No. 525), Spring Creek Hydrologic Subarea (No. 525.24), as depicted on the interagency hydrologic maps prepared by the California Department of Water Resources. Surface water drainage is to Cold Creek, a tributary to the Sacramento River.

The CCDA water bottling facility is regulated pursuant to Waste Discharge Requirements Order No. 5-01-233 (WDRs), adopted by the Central Valley Regional Water Quality Control Board (Central Valley Water Board) on 7 September 2001. CCDA operates two bottling lines and discharges an average of 40,000 gallons of bottle rinse/floor wash wastewater per day to their leachfield. The water quality contact for CCDA is Ms. Peggy Pelucca, Quality Assurance Supervisor. Ms. Pelucca can be contacted at (530) 918-7150. CCDA receives mail at 210 Ski Village Dr., Mt. Shasta, CA 96067.

Water Board Inspection On 2 May 2006 between the hours of 1000 and 1200, I inspected the CCDA water bottling facility. The purpose of the inspection was to become familiar with the facility and determine compliance with the WDR permit for the facility. I met with Nacho Mori, CCDA Quality Assurance Team Leader, at 1000 hours at the CCDA water bottling facility. I reviewed the current Waste Discharge Requirements Order

• Coca Cola Danone Waters, L.L.C. Page 2 of7 • 4 May 2006 Mount Shasta Siskiyou County

No. 5-01-233 and Monitoring and Reporting Program No. 5-01-233 with Mr. Mori. Additional items discussed were deficiencies in the reporting of leachfield piezometer readings, stream gauge monitoring data, and submitting monthly reports as required by the monitoring and reporting program.

Following a review of the WDRs and the Monitoring and Reporting Program, a historic records review was done. Hard copies for the previous five years of analytical records are archived onsite. Current data is being entered into a computer database. The laboratory equipment, reagents, and logs were reviewed with Mr. Mori. Specific conductance is analyzed onsite using an Orion 115A+ unit that was last calibrated in March 2006. pH is analyzed onsite using a Hanna Hl-9025 pH meter that was last calibrated in April2006. CCDA lab personnel verify the Hanna HI-9025 is within specifications daily using a pH7 buffer solution. Chemicals used for analysis were inspected for expiration dates and proper storage. No chemicals were found to be beyond their expiration dates. Calibration log sheets were located in the laboratory and appeared to be correctly filled out.

Following the inspection of the laboratory, Mr. Mori and I conducted a tour of the facility's monitoring wells and leachfield system. All three monitoring wells appeared to be in good condition with concrete pads and fitted well caps with locks (Photograph 1 ). Bottle rinse/floor wash is discharged to the leachfield via a six inch PVC line with an inline filter screen, turbine type flow meter, and distribution box (Photographs 2-4). Effluent samples are collected from the inline filter box on a weekly basis. At the time of the inspection the flow meter was not functioning. Mr. Mori removed the flow meter for repair. At the time of the inspection effluent was observed leaking from the distribution box just below the cement lid (Photographs 5 & 6). Mr. Mori removed the smaller cement cap to inspect the inside the distribution box. The distribution box was filled with small bits of paper that had plugged the outlet screens. Effluent leaking from the distribution box was observed flowing over the leachfield and offsite

- -.to- the south (Photographs3-&R). __ O£fsite.Jhe_effluentfoliOW.e_d_an _east-.West drainage forap_pmximaJ:ely~ __ _ 200 feet before seeping into the ground. Effluent did not appear to reach surface waters. No piezometers were apparent within the le~chfield and Mr. Mori was not aware of piezometers having been installed.

Following a brieftour of the headwaters and the source well for CCDA Mr. Mori and I returned to the CCDA facility and met with Rich Pineda (CCDA Maintenance Manager) and Don Pippin (CCDA Production Manager) to discuss the effluent leak from the distribution box. I explained that the leaking effluent is a violation of the WDRs and that it requires immediate attention by CCDA. Mr. Pineda and Mr. Pippin said they would correct the problem right away. I asked Mr. Mori to contact me when the effluent leak from the distribution box was stopped.

On 3 May 2006, Mr. Mori of CCDA contacted me to report that the screens in the distribution box were plugged and are now cleared and effluent is freely flowing to the leachfield.

Summary Coca Cola Danone Waters, L.L.C. (CCDA) owns and operates a water bottling facility immediately north of the city limits of the City ofMt. Shasta in Siskiyou County. The water bottling facility lies within the Upper Sacramento Hydrologic Unit. Surface water drainage is to Cold Creek, a tributary to the Sacramento River.

I Approved:

,. Coca Cola Danone Waters, L!. Mount Shasta Siskiyou County

Page 3 of7 • 4 May 2006

The CCDA water bottling facility operates two bottling lines at the facility and discharges an average of 40,000 gallons of bottle rinse/floor wash wastewater per day to their leachfield. At the time of the inspection, effluent was observed leaking from the leachfield distribution box, flowing over the leachfield, and offsite. Additionally, the inline flow meter was not functioning. CCDA personnel were advised of the violations and directed to correct them both.

·~ UJ~ ~< Daniel~ Water Resource Control Engineer

DL W:/CCDA-01 050206 Inspection.doc

I Approved: I :~ s-z.~-ob]

• Coca Cola Danone Waters, L.L.C. • 4May2006 Page 4 of7 .. Mount Shasta Siskiyou County

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,. • Coca Cola Danone Waters, L.L.C. • 4May2006 Page 5 of7 .. Mount Shasta Siskiyou County

I Approved:

,. • Coca Cola Danone Waters, L.L.C. • Page 6 of7 4May2006

Mount Shasta Siskiyou County

I Approved:

,. • Coca Cola Danone Waters, L.L.C. • 4May2006 Page 7 of7 Mount Shasta Siskiyou County

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11

California &ional Water Quality 'Ontrol Board e Winston H. Hickox

Secretary for Environmental

Protection

27 October 2005

James Peterson, Plant Manager CCDA Waters, L.L.C. 210 Ski Village Drive Mount Shasta, CA 96067

Central Valley Region Robert Schneider, Chair

Redding Branch Office Internet Address: ht1p://www.swrcb.ca.gov/-rwqcb5

415 Knollcrest Drive, Suite 100, Redding, California 96002 Phone (530) 224-4845 • FAX (530) 224-4857

TRANSMITTAL OF ORDER AMENDING ORDER NO. 5-0l-233,CCDA WATERS,L.L.C., DANONE NATURAL SPRING WATER BOTTLING FACILITY, SISKIYOU, COUNTY

Enclosed is an official copy of Order R5-2005-0157 as adopted by the California Regional Water

Gray Davis Governor

Quality Control Board, Central Valley Region, at its last regular meeting. The Order Amends Order

No. 5-01-233 to reflect the new ownership name and facility name.

If you have any questions please contact Mary Randall at (530) 224- 4860 or at the above address.

/,·)·/· ( j/.·l) / )fi'::lf[(

JAMES C. PEDRI, P .E. Assistant Executive Officer

MLR: sae

Enclosure

cc w/enclosure: Kristin T. Castaiios, Somach, Simmons & Dunn, Sacramento

California Environmental Protection Agency ,., ~¢1 Recycled Paper

The energy challenge facing California is real. Every Californian needs to take immediate action to reduce energy consumption. For a list of simple ways you can reduce demand and cut your energy costs, see our Web-site at http://www.swrcb.ca.gov/

CALIFORNIA REGIONAL WATER QUALITY CONTROL BOARD CENTRAL VALLEY REGION

ORDER NO. R5-2005-R5-2005-0157

CHANGE OF NAME AND/OR OWNERSHIP OF FACILITIES HAVING WASTE DISCHARGE REQUIREMENTS

The California Regional Water Quality Control Board, Central Valley Region, finds that: .1. The Regional Board Orders listed below are for fa~ilities that have had a change of name and/or ownership since adoption ofthe Orders.

2. These Orders need to be revised to show the current name and/or ownership of these facilities.

3. The Board has notified each discharger of its intent to amend the Orders by substituting the current name and/or ownership ofthe facilities.

4. The Board heard and considered all comments pertaining to the proposed change ofname and/or ownership of each facility.

5. This action is exempt from provisions of the California Environmental Quality Act (Public Resources Code, Section 21000 et seq.) in accordance with section 15301, Title 14, California Code of Regulations.

IT IS HEREBY ORDERED, that the following Orders and Resolutions are amended by updating the discharge facility name and/or ownership name and address as shown below:

• Order Number

87-211

I ... ._,

Current Facility Name

Rainco Inc., Cisco Grove Resort Wastewater Treatment Facility

Current Owner

Karl Miener Rainco Inc., dba Cisco Grove Resort

New Facility Name

Cisco Gas and Food Wastewater Treatment Facility

New Owner

AKS International, Inc. Attn: Manjit Sandher 85 Cisco Road, Unit B P.O. Box 760 Soda Springs, CA 95728

New Operator

AKS International, Inc. Attn: Manjit Sandher 85 Cisco Road, Unit B P.O. Box 760 Soda Springs, CA 95728

ORDER NO. RS-2005-0157 CHANGE OF NAME/OWNERSHIP

•

.Qrder Number

96-239

5·-01-233

R5-2003-0023


Monson Hide Processing Facility

CC Waters, L.L.C., Danone Natural Spring Water Bottling Facility, Siskiyou County

Cool Village Wastewater Treatment Facility

Current Owner

LPC International Property Management, Inc.

The Coca-Cola Company and Danone Water Holdings, Inc

Bob and Kathy . Ellinghouse and Cool Village, LLC.

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New Facility Name New Owner New Operator

Monson Facility RBT Properties, LLC RBT Properties, LLC 2533 W. McKinley #92 2533 W. McKinley #92 Fresno, CA 93728 Fresno, CA 93 728

Danone Natural CCDA Waters, CCDA Waters, L.L.C210 Spring Water L.L.C.21 0 Ski Village Ski Village Drive Bottling Facility, Drive Mt. Shasta, CA Mt. Shasta, CA 96067 Siskiyou County 96067(owned by The

Coca-Cola Company)

Cool Village Corman Communities, Corman Communities, Inc Wastewater Inc Attn: Daron Anderson Treatment Facility Attn: Daron Anderson 4190 Douglas Blvd, Suite

4190 Douglas Blvd, Suite 400 400 Granite Bay, CA 95746 Granite Bay, CA 95746

I, THOMAS R. PINKOS, Executive Officer, do hereby certify the foregoing is a full, true, and correct copy of an Order adopted by the California Regional Water Quality Control Board, Central Valley Region, on 21 October 2005 .

• THOMAS R. PINKOS, Executive Officer

Mary Randall

sc!AcH. SIMMONS & ouA A PROFESSIONAL CORPORATION

ATTORNEYS AT LAW

8 I 3 SIXTH STREET

THIRD FLOOR

SACRAMENTO, CA 958 I 4-2403

19 I 61 446-7979

FACSIMILE 19 I 61 446-8 I 99

WEBSITE: www.lawssd.com

September 6, 2005

Regio1·1al 'i.l./ater Qualit:-y Cci11tiol Board Central Valley Region 415 Knollcrest Drive, Suite 100 Redding, CA 96002

Re: Transfer of Ownership: Waste Discharge Requirements Order No. 5-01-233, Danone Waters of North America, Dannon Natural Spring Water Bottling Facility, Siskiyou County

Dear Ms. Randall:

Per your request during our telephone discussion on September 2, 2005, this letter is submitted on behalf of CCDA Waters, L.L.C. for the purpose of requesting transfer of Waste Discharge Requirements Order No. 5-01-233 ("WDRs") for the Dannon Natural Spring Water Bottling Facility in Siskiyou County. Notice of the transfer of ownership was previously provided by letters dated June 1, 2005 and June 23, 2005. The ownership transaction was closed on August 26, 2005 and, therefore, CCDA Waters, L.L.C. respectfully requests that the Regional Water Quality Control Board ("Regional Board") take action to change the ownership reflected in the WDRs.

The prior owner and operator, as identified in the \·VDRs, was Danone Waters of North America. Danone Waters of North America was succeeded by CCDA Waters, L.L.C., a Delaware limited liability company whose two members were The Coca-Cola Company and Danone Water Holdings, Inc. CCDA Waters, L.L.C. had owned and operated the facility since 2002. The jointly owned CCDA Waters, L.L.C. (i.e., owned by The Coca-Cola Company and Dan one Water Holdings, Inc.) has now ceased to exist.

Effective August 26, 2005, the new owner and operator is CCDA Waters, L.L.C., a Delaware limited liability company whose sole member is The Coca-Cola Company. While the new owner has the same name as the prior owner, the new owner is a different corporate entity.

~ ·-•

Mary Randall Regional Water Quality Control Board Central Valley Region September 6, 2005 Page 2

The facility name has not changed, and will remain Dannon Natural Spring Water Bottling Facility. Further, facility management has not changed and the contact information for the person responsible for contact with the Regional Board continues to be:

James Peterson, Plant Manager 210 Ski Village Drive Mt. Shasta, CA 96067 (530) 918-7150

We would appreciate having the change of ownership scheduled for the Regional Board's next regular meeting. Thank you for your attention to this matter and please do not hesitate to contact me if you have any questions.

KTC/jlp

cc: Vail T. Thorne, Esq. Amelia S. Magee James Peterson

Sincerely: s;;· - // . i cld' ~/ ~· ----

Kristen T. Castafios

r

CC Water Acquisition Company, L.L.C.

VIA OVERNIGHT MAIL

Thomas R. Pinkos Executive Officer

One Coca-Cola Plaza Atlanta, Georgia 30313

June 23, 2005

Regional Water Quality Control Board Central Valley Region 11020 Sun Center Drive, #200 Rancho Cordova, CA 95670

Re: Transfer ofOwnership: Waste Discharge Requirements Order No. 5-01-233, Danone Waters ofNorth America, Dannon Natural Spring Water Bottling Facility, Siskiyou County

Dear Mr. Pinkos:

This letter is submitted on behalf ofCC Water Acquisition Company, L.L.C., for the purpose of requesting transfer of Waste Discharge Requirements Order No. 5-01-233 for the Dannon Natural Spring Water Bottling Facility in Siskiyou County. Advanced notice ofthis request was provided to you by letter dated June 1, 2005.

The Waste Discharge Requirements are currently held by Danone Waters of North America. The facility is currently owned and operated by CCDA Waters, L.L.C., a Delaware limited liability company whose two members are The Coca-Cola Company and Danone Water Holdings, Inc. CCDA Waters, L.L.C. is a successor in interest to Danone Waters of North America and has owned and operated the facility under the Waste Discharge Requirements since 2002.

The Coca-Cola Company and Danone Water Holdings, Inc. have recently agreed to an arrangement under which ownership of these operations will be acquired by a new Delaware limited liability company, whose sole member will be The Coca-Cola Company. Pending the closing, the new company will be known as CC Water Acquisition Company, L.L.C. Effective upon the closing date or shortly thereafter, CC Water Acquisition Company, L.L.C. will be renamed CCDA Waters, L.L.C., and the current CCDA Waters, L.L.C. (the two-member entity) will be renamed and ultimately dissolved. The parties anticipate closing this transaction on or before August 24, 2005.

In light ofthis transaction, CC Water Acquisition Company, L.L.C. requests that Waste Discharge Requirements Order No. 5-01-233 be transferred to the new CCDA Waters, L.L.C. (i.e., the renamed CC Water Acquisition Company, L.L.C.), as the owner

Thomas R. Pinkos June~,2005 Page 2

and operator of the facility. The facility name will not change and the change in ownership will not affect facility operations. The contact information of the person responsible for contact with the Regional Board is:

James Peterson, Plant Manager 210 Ski Village Drive Mt. Shasta, CA 96067 (530) 918-7150

As required by Provision E.7 of the Waste Discharge Requirements, upon closing of the above-described transaction, CC Water Acquisition Company, L.L.C. (to be renamed CCDA Waters, L.L.C. upon closing) will assume full responsibility for compliance with Waste Discharge Requirements Order No. 5-01-233. In accordance with Standard Provision B.3, I certify under penalty oflaw that I have personally examined and am familiar with the information submitted in this document and that, based on my inquiry of those individuals immediately responsible for obtaining the information, I believe that the information is true, accurate, and complete. I am aware that there are significant penalties for submitting false information, including the possibility of fine and imprisonment.

The CC Water Acquisition Company, L.L.C. hereby requests that the change of ownership be placed on the agenda for the next Regional Board meeting at which it is legally appropriate to consider this request. Thank you for your attention to this matter. If you have any questions or require additional information, please do not hesitate to contact James Peterson at the above telephone number.

CHM/jlp

cc: Vail Thome Amy Magee Kristen Castanos Dennis Wilson James Peterson

)Z:Tk Steven F. Hauser Vice President and General Counsel CC Water Acquisition Company, L.L.C.

Thomas R. Pinkos June i-~ , 2005 Page 3

Vail T. Thome, Esq. Chief Environmental Health & Safety Counsel The Coca-Cola Company NAT 2038 One Coca-Cola Plaza Atlanta, GA 30313

Amelia S. Magee King & Spalding, L.L.P. 191 Peachtree Street Atlanta, GA 30303

Kristen T. Castafios Somach, Simmons & Dunn 813 Sixth Street, Third Floor Sacramento, CA 95814

Dennis Wilson Regional Water Quality Control Board 415 Knollcrest Drive Redding, CA 96002

James Peterson Plant Manager 210 Ski Village Drive Mt. Shasta, CA 96067

Charles H. McCoy Vice President

June 20, 2005

CC Water Acquisition Company, L.L.C. One Coca-Cola Plaza Atlanta, Georgia 30313

Jim Peterson

Sr Plant Manager

CCDA Waters LLC

Supply Chain

Re: Waste Discharge Requirements Order No. 5-01-233, Danone Waters of North America, DannonNatural Spring Water Bottling Facility, Siskiyou County

Dear Mr. McCoy:

In light of the arrangement between The Coca-Cola Company and Danone Water Holdings, Inc. regarding ownership of the Dannon Natural Spring Water Bottling Facility, CCDA Waters, L.L.C., as successor in interest to Danone Waters of North America, and the current operator and owner of the bottling facility, is required to notify you of the yxistence of the attached Waste Discharge Requirements Order No. 5-01-233, ·issued by the Central Valley Regional Water Quality Control Board. We understand that you will undertake all actions necessary to transfer the Waste Discharge Requirements to CC Water Acquisition Company, L.L.C., a new Delaware limited liability company that will own and operate the facility, which will be renamed at closing to CCDA Waters, L.L.C.

Thank you for your attention to this matter.

JP/jlp Encl. cc: Thomas R. Pinkos

Dennis Wilson Vail Thome Amy Magee Kristen Castafios

210 Ski Village Drive Mount Shasta, CA 96067 Tel: 530.918.7150 Fax: 530.918.9433

Sincerely,~

Cernon Plant Manager CCDA Waters, L.L.C.

!'\.,, '.

r\.::

gL:r_ >-r· '~--. f' . ....., ... -·· · ..

Thomas R. Pinkos Executive Officer Regional Water Quality Control Board Central Valley Region 11020 Sun Center Drive, #200 Rancho Cordova, CA 95670





-~~

'

; .

CALlFORNIA REGIONAL WATER QUALITY CONTROL BOARD . CENTRAL VALLEY REGION

ORDER NO. 5-01-233

WASTE DISCHARGE REQUIREMENTS FOR

DANONE WATERS OF NORm AMERICA DANNON NATURAL SPRING WATER BOITLING FACll.JTY

SISKIYOU COUNTY

The California Regional Water Quality Control Board, Central Valley Region, (hereafter Board) finds that:

1. Danone Waters of North America, hereafter Discharger, submitted a Report of Waste Discharge dated 16 April2001 and two supplementary characterization/design reports dated 12 June 2001 and 3 July 2001. The Discharger requested waste discharge requirements to discharge up to 72,000 gallons per day (gpd) of bottle rinse water from an . . existing water bottling facility, and an additional 36,000 gpd from a proposed expansion, to· a subsurface leachfield.

2. The Discharger owns and operates a water bOttling facility, Dannon Natural Spring Water Bottling Facility, (Assessor's Parcel No. 037-140-010), immediately to the north of the city limits of the City of Mt. Shasta in Siskiyou County iii Section 9, T40 N, R4W, MDB&M, . as shown Oii Attachment A, a part of this Order. The water bottling facility lies within the Upper Sacramento Hydrologic Unit (No. 525), Spring Creek Hydrologic Subarea (No. 525.24), as depicted on the interagency hydrologic maps prepared by the California Department of Water Resources in August 1986. Surface water drainage is to Cold Creek~ a tributary of the Sacramento River.

3. The Discharger operates an existing natural spring water bottling facility that involves groundwater extraction, water bottling, and equipment cleaning. The facility's water supply is pumped from a well approximately 2,000 feet north of the bottling facility. Water is also hauled to the bottling facility by truck from Mosbrae Springs in Dunsmuir. Water bottling operations consist of ·water processing, blow molding of plastic bottles, washing bottles, and filling bottles with processed water. Water processing includes proprietary micro-filtration, ozonation, and ultraviolet treatment. Approximately 12 percent of .. individual bottle volume of ozonated .water is flushed through the bottle to wash the bottles clean of any residue left from the blow molding process. A very small volume of spillage

. and floor wash is also mixed with the bottle rinse wastewater. The Discharger presently operates two bottling lines that discharge an average of 20,000 gpd with peak discharges up . to 36,000 gpd of bottle rinse/floor wash wastewater per bottling line. The Discharger is · currently discharging the bottle rinse/floor wash wastewater to the City of Mt Shasta (City) wastewater treatment system. The City has determined that it cannot accept long term discharge of bottle rinse/floor wash wastewater because of concerns with the coiiection system and treatment plant capacity. The Discharger has stated that over the next 5 years the operations could be expanded by one additional bottling line. The proposed third line is estimated to have an average discharge of 20,000 gpd with a maximum peak discharge of

WASTE DISCHARGE REQUIREMENTS ORDER NO. 5-01-233 DANONE WATERS OF NORTH AMERICA DANNON NATURAL SPRING WATER BOTTLING FACILITY. SISKIYOU COUNTY

-2-

36,000 gpd; The expansion would result in a total average flow of 60,000 gpd and a total maximum flow of 108,000·gpd for the three lines. The Report of Waste Discharge describes the discharge as follow's:

Constituent Specific Conductance Total Dissolved Solids pH COD·

·Acetone Arsenic, Total 2-Butanone Zinc, Total

Bottle Rinse Water 95 JLrnhos/cm

100mg!l 7.2

1.2 p.gll

Floor Water 113 p.mhos/cm

140 mg/1. 6.9

64mgll 109 pg/1

llpg/1 29 pg/1

Analyses of the bottle rinse water and floor water for priority pollutant metals and organics indicated no other constituents were detected.

4. The proposed leachfield is located immediately to the south of the existing bottling facility as shown on Attachment B, a 'part of this order. The leachfield will initially consist of 1 ,683 lineal feet (9 lengths of 187 ft) of 4-inch diameter perforated polyethylene leachline about 16 inches below ground surface. The initial leachfield area is approximately 0.55 acres and will be designed to handle the maximum 72,000 gpd discharge. The Discharger has made provision in the leachfield design to accommodate the additional .36,000 gpd maximum discharge for a total maximum flow of 108,000 gpd. If the third bottling line were installed, the leachfield would expand to 14 lengths of Ieachline {2,520 lineal feet) and comprise approximately 0.83 acres: Flow to the leacllfiel4 would be . by gravity and will be measured by a ·turbine type flow meter immediately upstream from the leachfield. From October through March, discharge to the Jeachfieldwill average 50 % below capacity. The system will have the capacity for one portion of the leachfield t() be . shut off for a "rest period". The flow to each system area can be changed at the splitter bo~ located at the head of the system. Specific leach line flow can be controlled at each distribution box.

5. Soils in the leachfield area consist of compact loams over extremely cobbly moderately hard sandy loam to loamy sand. The percentage ·of cobbles, stones and boulders increases with depth. No restrictive layers have been encountered. Percolation rates in the area of file leachfield range from 6-14 minutes per inch. The level of groundwater in the vicinity of the leachfleld is approximately 40 ft below ground surface (bgs).

6. Four piezometers (shallow .groundwater monitoring wells) will be installed within the leachfield to monitor groundwater levels resulting from leachfield operations. The Discharger is proposing to install two down gradient monitoring wells, screened at a depth to monitor the quality of the groundwater resulting from leachfield operations. An existing

..

·. WASTE DISCHARGE REQUIREMENtS ORDER NO. 5..()1-233 . DANONE WATERS OF NORTH AMERICA

DANNON NATURAL SPRING WATER BOITLING FACILITY SISKIYOU COUNTY

-3-

well located up gradient from the leachfield will be used to monitor background water quality. The locations of the monitoring wells designated MW-1, MW-2, and MW-3 are shown on Attachment B. ·

7. Cleaning operations are pezfonned on the bottle filling water lines within the facility using clean-in-place (ClP) procedures. The ClP process consists of a 300-gallon tank to which a cleaning powder called "oxonia" is mixed into solution. The resulting solution is !-percent peroxide and 1.5-percent peracetic acid. The cleaning solution is circulated separately through the water pipelines, filler unit, and storage tanks. The CIP is used approximately once. per week with an estimated discharge from the cleaning operations of approximately 2;000 gallons per week. The CIP wastewater is currently discharged to the City's sanitary sewer and will continue to be discharged to the City's sanitary sewer. The City required installation of a flow meter to measure the volume discharged to the sewer system. The Discharger submitted the following analyses for the ClP wastewater:

Constituent Specific Conductance Total Dissolved Solids pH COD Arsenic, Total

. Benzoic Acid Methyl Chloride

CIP Wastewater 115 JLmhos/cm

140mgll 4.1

750 mgll 1.3 JLgfl 62 JLg/1 4.5JLg/1

8. When the pipeline from the production well to the facility was first brought online it was filled With chlorinated water to disinfect the pipeline. The ~oncentration of residual chlorine was approximately 50 milligrams per liter (mgiL). The total quantity of water held in the pipeline is approximately 25,0Q0 gallons. The Discharger disposed of. this water to the City's sanitary sewer after adding sodium sulfite to neutralize the chlorine. The Discharger indicates that treatment of the pipeline with chlorine should not be necessary in the future. However, should this ·cleaning procedure be needed again the wastewater would be discharged to the City's sanitary sewer.

9. · Hazardou·s materials.stored onsite are limited to small quantities of paint, thinners, gearbox oil, synthetic condenser oil, and solid lubricants. All such materials are stored and handled within the maintenance shop within a designated storage area. The shop has no floor drains and all minor spills would be cleaned up using dry cleaning methods. ·

10. Domestic wastewater from the facility is currently discharged to the City's sanitary sewer and will continue to discharge to the City's collection and treatment system. Domestic was~ewater will not discharge to the proposed leachfield.

11. The average annual rainfall is 36 inches; evaporation is approximately 50 inches per .year.

WAS~ DISCHARGE REQUIREMENTS ORD~ NO. 5-01-233 DANONE WATERS OF NORTH AMERICA DANNON NATURAL SPRING WATER BOTTLING FACILITY SISKIYOU COUNTY

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12. The United States Environmental Protection Agency (USEPA), on 16 November 1990, promulgated storm water regulations (40 CFR Parts 122, 123, and 124) which require specific categories of industries which discharge storm water to obtain NPDES permits and to implement Best A vail able Technology Economically Achievable (BAT) and Best Conventional Pollutant Control Technology (BCf) to reduce or eliminate industrial stonn water pollution. The regulations provide that discharges of storm water to surface waters from construction projects and specific categories of industrial facilities are prohibited unless the discharge is in compliance with an NPDES Permit. ·

13. The State Water Resources Control Board (SWRCB) adopted Order No. 97-03-DWQ (General Permit No. CASOOOOOI), on 17 Aprill997, specifying w~ste discharge requirements for discharge of storm water associated with industrial activities, excluding construction activities, and requiring submittal of a Notice of Intent (NO I) by industries covered·under the permit. The Discharger submitted a NOI dated 23 February 2001 and has obtained coverage under General Pennit No. CAS000001, (ID# 5R47S016440). Storm water flows are collected and held in two retention basins as shown on Attachment B. The larger retention basin drains through a 5-inch pipe to the City's storm drain system, which drains into North Fork Cold Creek ·

14. The SWRCB adopted Order No. 98-08-DWQ (General Pyrmit No; CAS000002), on 19 August 1999, specifying waste discharge requirements for discharge of storm water associated with construction projects and requiring submittal of a NOI to obtain coverage under the pennit for construction activity that disturbs five acres or more. The Pischarger submitted a NOI dated 4 April 2000 and obtained coverage under General Permit No. CAS000002 for construction of the water bottling facility (ID# 5R47S313145). This permit is still active and the Discharger will be required to update the Storm Water Pollution Prevention Plan (SWPPP) to include best management practices (BMP) for construction of the leachfield. ·

15. The beneficial uses of the underlying groundwater are agricultural, domestic and industrial supply.

16. The Board adopted a Water.Quality Control Plan, Fourth Edition; for the Sacramento River Basin and the San Joaquin River Basin, (hereafter Basin Plan) which designates beneficial uses, establishes water quality objectives, and describes an implementation program and policies to achieve those objectives for all waters of the Basiri. ·The Basin Plan includes plans and policies adopted by the SWRCB and incorporated by reference, such aS Resolution 68-16 Statement of Policy with respect to Maintaining High Quality Of Waters in California (Anti degradation Policy). These requirements implement the Basin Plan.

17. The discharge of bottle rinse and floor wash at this facility is consistent with the antidegtadation provisions of State Water Resources Control Board Resolution No~ 68-16.

· .. WASTE DISCHARGE REQUlREMENTS ORDER NO. 5-0l-233 · DANONE WATERS OF NORTH AMERICA

DANNON NATURAL SPRING WATER BOTTLING FAcaiTY SISKIYOU COUNTY

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The project as proposed will not result in degradation of groundwater quality. The bottle rinse water/floor wash discharge contains negligible concentrations of contaminants; Further, these waste discharge requirements do not allow degradation of groundwater beneath the leachfield. Groundwater monitoring is proposed to ensure that the discharge of waste does not cause groundwater to contain waste constituents in concentrations statistically greater than background water quality.

·18. On 7 s·eptember 2001 the Board, acting as lead agency, adopted a Mitigated Negative Declaration and Mitigation Monitoring and Reporting Program .for the Discharger's existing water bottling facility, and the proposed increase from two to thre~ bottling lines, in accordance with the California Environmental Quality Act, (Pub. ResoUrces Code, section 21000 et seq.) (CEQA). The Board determined that the project, particularly the discharge of bottle rinse/floor wa$h to the leachfield, would not have a significant effect on · · the environment. The Board detennined that the potentially significant short-term water · quality impact from construction of the leachfield would be mitigated by compliance with the general construction stonnwater permit (Generru Order 99-08-DWQ) so long as the Discharger submits an updated stonnwater pollution prevention plan (SWPPP) that includes best management practices .for construction of the leachfield.

19. The Basin Plan encourages reclamation and requires that each Report of Waste Discharge for land disposal operation justify why reclamation is not practiced or proposed. The bottle wash generated at the facility is surplus to any requirements for irrigation and is serving as a source of recharge to the Big Springs Creek aquifer. H in the future additional irrigation water were required the Discharger would consider the use of bottle wash for this purpose.

20. This discharge is exempt from the requirements of Consolidated Regulations for Treatment Storage, Processing, or Disposal of Solid Waste, as set forth in Title 27, CC~, Division 2, Subdivision 1, Section 20005, et seq.; (hereafter Title 27). The exemption~ pursuant to Section 20090(b), is based on the following:

a.. The Board is issuing waste discharge requirements,

b. The Discharge complies with the Basin Plan,

c. . The wastewater does not need to be managed according to 22 CCR, Division 4.5, Chapter 11, as a hazardous waste.

21. The Board has considered the information in the attached Information Sheet in developing the Findings of this Order. ~e attached Infonnation Sheet is part of this Order.

· 22. The Board has notified the Discharger and interested agencies and persons of its intent to prescribe waste discharge requirements for this discharge and has provided them with an

.. WASTE DISCHARGE REQUJREMENTS ORDER NO. 5-01-233 DANONE WATERS OF NORTH AMERICA DANNON NATURAL SPRING WATER BOITLING FACILITY SISKIYOU COUNTY

opportunity for a public hearing and an opportunity to submit their writtC?ri views and recommendations ..

23. The Board, in a public meeting, heard and considered all comments pertaining to the. discharge.

IT IS HEREBY ORDERED that Danone Waters of North America, it's agents, successors, and assigns, in order to meet the provisions contained in Division 7 of the California Water Code and regulations adopted thereunder, shall comply with the following:

A. Discharge Prohibitions:

1. The discharge of bottle rinse water, floor wash water, CIP wastewater, pipeline disinfection water, and domestic wastewater to surface waters or surface water drainage courses is prohibited.

2. The discharge of CIP wastewater, pipeline disinfection water, and domestic . wastewater to the on-.site leachfield is prohibited.

3. . The discharge of hazardous or toxic substances including solvents; oil, grease, or other petroleum products, is prohibited. ·

4. Discharge of waste classified as 'hazardous,' as defined in Section 252l(a) of Title 23, CCR, Section 2510, et seq., (hereafter Chapter 15), or 'designated,' as de~ned in · · Section 13173 of the California Water Code, is prohibited.

B. Discharge Specifications:

1. Neither the treatment nor the discharge shall cause a nuisance or condition of pollution as defined by the· California Water Code, Section 13050.

2. The discharge shall not cause degradation of any water supply.

3. The discharge shall remain within the designated disposal area at all times.

4. The discharge shall remain underground at all times.

5. · The daily maximum flow to the Ieachfield from the two existing bottling lines shall not exceed 72,000 gpd. ·

6. The daily maximum flow to the 1eachfield after expansion for a third bottling line shall not exceed 108,000 gpd.

WASTE DISCHARGE REQUIREMENTS ORDER NO. 5-01-233 DANONEWATERS OFNORTHAMERICA DANNON NATURAL SPRING WATER BOTIUNO FACILITY SISKIYOU COUNTY

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7. The treatment facilities shall be designed, constructed, operated, and maintained to prevent inundation or washout due to floods with a 100-year return frequency.

C. Sludge Disposal:

Collected screenings, sludges, and other solids removed from liquid wastes shall be disposed of in a manner that is consistent with Title 27 and approved by the Executive Officer.

D. Gr~undwater Quality Limitations:

The discharge, in combination with other sources, shall not cause groundwater underlying the wastewater disposal area to contain waste constituents statistically greater than background water quality.

E. Provisions:

l. The Discharger shall comply with Monitoring and Reporting Program No. 5-01-233, which is a part of this Order, and any revisions thereto as ordered by the Executive . Officer.

2. The Discharger shall comply with all the items of the "Standard Provisions and Reporting Requirements for Waste Discharge Requirements," dated 1 March 1991, which are a part of this Order. This attachment and its individual paragraphs are referred to as "Standard Provision(s)."

3. The Discharger shall install and survey the two monitoring wells and install the four Piezometers referenced in the consultant's report prior to the discharge of bottle rinse and floor wash to the leach field. (Surveying of the Piezometers is not . required.) The desigti and specifications of the monitoring wells and Piezometers shall be submitted to the Regional Board for review prior to installation. ·

4. · The Discharger shall submit plans and specifications to both the Board and the California Department of Fish and Game for the installation of a stream gauge in Big Springs Creek by 15 October 2001. The insta1Iation of the stream gauge shall be completed upon obtaining the necessary pennits from any Locai, State, or Federal

. Governmental Agency. ·

5. The Discharger must comply with all conditions of this Order, including timely submittal of technical and monitoring reports as directed by the Executive Officer. Violations may result in enforcement action, incJuding Regional Board or court orders requiring corrective action or imposing civil monetary liability, or in revision or rescission of this Order.

WASTE DISCHARGE REQUlREMENTS ORDER NO. 5-01-233. DANONE WATERS OF NORTH AMERICA DANNON NATURAL SPRING WATER BOITLING FACILITY SISKIYOU COUNTY

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6. The Discharger shall report promptly to the Board any material change or proposed change in the character, location, or volume of the dischar~e.

7. In the event of any change in control or ownership _of land or waste discharge facilities described herein, the Discharger shall notify the succeeding owner or operator of the existence of this Order by letter, a copy of which·sh~l be immediately forwarded to this office.

To assume operation under this Order, the succeeding owner or operator must apply · --in ·writing to the Executive Officer requesting transfer of the Order. The request

must contain the requesting entity's full legal name, the state of incorporation if a corporation, the name and addreSs and telephone number of the persons responsible for contact with the Board, and a statement. The statement shall comply with the signatory paragraph of StanP-'ard Px:ovision B.3 and state that the proposed owner or operator assumes full responsibility for compliance with this Order. Failure to submit the request shall be considered a discharge without requirements, a violation of the California Water Code. Transfer shall be approved or disapproved by the Executive Officer.

8. A copy of this Order and its attachments shall be maintained at the bottling facility for reference by key operating personnel. Key operating personnel shall be familiar with its contents.

9. The Board will review this Order periodically and will revise requirements when necessary.

I, GARY M. CARLTON, Executive Officer, do hereby certify the foregoing is a full, true; and correct copy of an Order adopted by the California Regional Water Quality Control Board, Central Valley Region, on 7 September 2001.

GARY M. CARLTON, Executive Officer

JFR:DCW

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CALIFORNIA REGIONAL WATER QUAliTY CONTROL BOARD CENTRAL V AILEY REGION

MONITORING AND REPORTING PROGRAM NO. 5-01-233 FOR

DANONE WATERS OF NORTH AMERICA DANNON NATURAL SPRING WATER BOITLING FACillTY

SISKIYOU COUNTY

EFFLUENT MONITORING

The discharge of bottle rinse/floor wash wastewater to the leachfield shall be monitored as ·follows:

Type of Sampling Parameter Units Sample Fregyency:

Flow gallons per day · Flowmeter Daily

Specific Conductance ~tmhos/cm Grab Weekly

Total Dissolved Solids· mgll Grab Weekly1

pH units Grab Weekly'

Chemical Oxygen Demand (COD) mgll Grab Weekly

Total Coliform Organisms MPN/lOOml Grab Weekly'

Priority Pollutants-Metals p.gll Grab Annually

Priority Pollutants-Organics p.gll Grab Annually

The sampling frequency may be reduced to monthly after one year of sampling upon approval of the Executive Officer.

GROUND WATER MONITORING

Piezometers

Each of the Piezometers within the leachfield shall be monitored for depth to groundwater from the surface as follows:

Parameter

Depth beneath surface

Units

feet

Type of measurement

Visual

Measurement Frequency:

Weekly

WASTE DISCHARGE REQUIREMENTS ORDER NO. 5-01-233 DANONE WATERS OF NORTII AMERICA . NATURAL SPRING WATER BOTIUNG FACILlTY SISKIYOU COUNTY

Monitoring Wells (MW-l, MW-2, MW-3)

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Prior to sampling or purging; equilibrated groundwater elevations shall be measured to the nearest 0.01 foot. The wells shall be purged at least three well volumes until pH and electrical conductivity have stabilized. Sample collection shall follow standard analytical method protocols. Groundwater monitoring shall include, at a minimum, the following:

Type of Sampling · Parameter Units Sample Frequency

Groundwater Elevation feet Measurement Quarterly

Specific Conductance p.mhoslcm Grab Quarterly

Total Dissolved Solids mg/1 Grab Quarterly

pH units Grab Quarterly

Chemical Oxygen Demand (COD) mg/1 Grab Quarterly

Total Coliform Organisms . MPN/lOOml Grab Quarterly

Priority Pollutants-Metals Jl.g/1 Grab Annually

Priority Pol1utants-Organics p,g/1 Grab Annualiy

LEACHFIELD MONITORING

The leachfield shall be visually monitored on a weekly basis. Leachfield monitoring will consist of visual inspection of the leachfield and nearby area for the presence of wet areas or . groundwater seepage. Leachfield monitoring results shall be included with all monthly monitoring reports.

STREAM GAUGE MONITORING

The Discharger shall install a stream gauge on Big Springs Creek and report gauge readings at least weekly. The stream data shall be submitted with the monthly monitoring report ..

\.

.. • WASTE DISCHARGE REQUIREMENTS ORDER NO. 5..01-233 DANONE WATERS OF NORTH AMERICA NATURAL SPRING WATER BOTILING FACIUTY SISKIYOU COUNTY

REPORTING

-·

Monitoring results shall be submitted to the Regional Board by the 1st day of the second month following sample collection, (i.e~. the January Report is due by 1 March). Quarterly and annual monitoring results shall be submitted by the 1st day of the second month following each ·calendar quarter and year, respectively .

. In reporting the monitoring data, the Discharger shall arrange the data in tabular fonn so that the date, the constituents, and the concentrations are readily discernible. The data shall be summarized in such a manner to illustrate clearly whether the discharge complies with waste discharge requirements

If the Discharger monitors any pollutant at the locations designated herein more frequently than is required by this .Order, the results of such monitoring shall be included in the calculation and reporting of the values required in the discharge monitoring report form. Such increased frequency shall be indicated on the discharge monitoring report fonn.

Jbe Discharger may also be requested to submit an annual report to the Board with both tabular and graphical summaries of the monitoring data obtained during the previous year. Any such request shall be m11de in writing. The report shall discuss the compliance record. If violations have occurred, the report shall also discuss the corrective actions taken and planned to bring the discharge into full compliance with the waste discharge requirements.

The Discharger shall have available for Board inspection ctata that includes the monthly volume . pumped from DEX-6 and the monthly volume delivered to the bottling facility from Moss brae Springs. ·

All reports submitted in response to this Order shall comply with the signatory requirements of Standard Provisions D.6.

Orderedby: ----------------------------GARY M. CARLTON, Executive Officer

7 September 2001 (Date)

... •

.. ..

WASTE DISCHARGE REQUIREMENTS ORDER NO. 5.01-233 DANONE WATERS OF NORTH AMERICA NATURAL SPRJNG WATER BOTTLING FACILITY SISKIYOU COUNTY

JFR:DCW

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....

INFORMATION SHEET

ORDER NO. 5-01-233 DANONE WATERS OF NOR Til AMERICA DANNON NATlJRAL SPRINGWATER BOITLING FACILITY

. SISKIYOU COUNTY .

GENERAL INFORMATION

Danone Waters of North America owns and operates the Dannon Natural Spring Water Bottling Facility, (Assessors Parcel No. 037-140-01 0), immediately to the north of the City of Mt. Shasta (City) in Siskiyou County in Section 9, T40 N, R4W, MDB&M. The Discharger has requested waste discharge requirements to discharge up to 72,000 gallons per day (gpd) of bottle rinse water from an existing ·water bottling facility, and an additional 36,000 gpd from a proposed ·expansion, to a proposed subsurface leachfield. Discharges of bottle rinse water to the proposed leach field require issuance of Waste Discharge Requirements (WDRs) from the Board and compliance with the California Environmental Quality Act (CEQA). Since no previous CEQA document was completed for the facility, the Board is acting as the Lead Agency under CEQA.

Site Description

The Dannon site encompasses approximately 250 acres and is located in Siskiyou County, at an approximate elevation of 3,660 feet above mean sea level. The site comprises 20 parcels, four of which have been partially developed as part of the bottling facility construction. The actual water bottling site· encompasses approximately 18 acres located on the south side of Ski Village Drive where approximately 10 acres are occupied by the actual facility, roads and driveways, and parking areas. P&M Cedar Products formerly owned the facility site and operated a lumber mill

· from approximately 1958 to 1990. Much of the existing site was used for mill operations including paved areas, roads, and cleared areas. ·

Existing Facility and Current Operations

The existing water bottling operation consists of a natural spring water bottling fa<?ility and associated support facilities (parking lots, water tanks, etc.). The water bottling facility's source of spring water is a single production weil, located on the northern portion of the Dischargers . property that draws water from the Big Springs aquifer. Depth to water within the Big Springs aquifer ranges from 46 to 240 feet below ground surface (bgs). The water bottling facility also bottles water originating from Mossbrae Spring in Dunsmuir. Water from Mossbrae Spring is trucked to the bottling facility for bottling using 6,200-gallon potable water truck trailers dedicated to hauling spring water. The Discharger receives approximately 24 truck deliveries per week fro:m the Mossbrae location, totaling approximately 148,800 gallons o( water per week.

The Discharger presently operates two bottling Jines and current water bottling production at the facility requires a groundwater pumping rate of approximately 60 gallons per minute (gpm) per bottling line, wiUJ a periodic maximum rate of 1 SO gpm per bottling line during the spring and

··~ .. > . INFORMATION SHEET ORDER NO. 5-01-233

DANONE WATERS OF NORTH AMERICA DANNON NATURAL SPRING WATER BOTTLING FAClLITY. SISKIYOU COUNTY

-2-

summer months .. Groundwater withdrawals of up to 150 gpm are episodic in nature and individually occur for no more than a constant 8-hour period. Because the bottling lines do not operate on a continuous basis, the average annual pumping rate is slightly less than 120 gpm over the entire year for the existing facility (two bottling lines). The projected annual average draw per bottling line is approximately 20.5 million gallons (62.9 acre-feet) for the current facility. The Discharger has stated that over the next 5 years the operations could be expanded by one additional bottling line. If the additional bottling line were added the average pumping rate. would be about 180 gpm with a maximum rate of 450 gpm.

WASTEWATER SOURCES AND CHARACfERISTICS

Water Bottling

Water bottling operations consist of water processing, blow molding of plastic .bottles, washing bottles, and filling bottles with processed water. Water processing includes proprietary microfiltration, ozonation, and ultraviolet treatment. Approximately 12 percent of individuai bottle volume pf ozonated water is flushed through the bottle to wash the bottles clean of any residue left f~om the blow molding process. A very small volume of spillage and floor wash is also mixed with the bottle rinse wastewater. The Report ofWasteDischarge describes-the discharge as follows:

Constituent SpeCific Conductance Total Dissolved Solids PH COD Acetone Arsenic, Total 2-Butanone Zinc, Total

Production Well 93 p,mhos/cm

130 mgll 7.2

. 1.2 p,gll

Bottle Rinse Water 95 1-f.mhos/cm

lOOmg/1 "7.2

. 1.2 p,g/1

Floor Water 113pmhos/cm

140 mgll . 6.9 64mgfl 109pgfl

ll-p,g/1 29 p,g/1

Analyses of the production weH water, bottle rinse water and floor water for priority pollutant metals and organics indicated no other constituents were detected. ·

Equipment Cleaning

Cleaning operations are perfonned on the bottle filling water lines within the facility using clean- · in-place (CIP) procedures. The CIP procedure consists of a 300-gallon tank to which the cleaning chemicals are added. The CIP process involves introducing a cleanillg solution called "oxonia" into the system. Oxonia is a powder that is mixed into solution so that resultant concentrations are !-percent peroxide and 1.5-percent peraceti~ acid. The. cleaning solution is

INFORMATION SHEET ORDER NO. 5-01·233 DANONE WATERS OFNORTII AMERICA DANNON NATURAL SPRING WATER BOTIUNG FACILITY SISKIYOU COUNTY

. circulated separately through the water pipelines, filler unit,. and storage tanks. The CIP .method is used approximately once per week as a precautionary measure against contamination. Estimated discharge from the cleaning operations is approximately 2,000 gallons.per week of CIP acid wash water. The Discharger submitted the following analyses for the ClP wastewater:

Constituent Specific Conductance Total Dissolved Solids PH COD Arsenic, Total Benzoic Acid Methyl Chloride

ClP Wastewater· 115 p.mhos/cm

140 mgll 4.1

750 mgll 1.3 J.tg/1 _62 J.tg/1 4.5p.gll

When the pipeline from the production well to the facilitY was first ·brought online it was filled with chlorinated water to disinfect the pipeline. The concentration of residual chlorine was approximately 50 milligrams per liter {mg/L). The total quantity of water held in the pipeline is approximately 25,000 gallons. The Discharger disposed of this water to the City's sanitary sewer after adding sodium sulfite to neutralize the chlorine. The Discharger indfcates that treatment of the piJ}eline with chlorine should not be necessary in the future. However, should this cleaning procedure be needed again the same disposal method is proposed.

Domestic Wastewater and Other Potential Sources

Approximately 600 gpd of domestic wastewater from the facility is currently discharged to the City's sanitary sewer. Hazardous materials stored onsite are limited to small quantities of paint, thinners, gearbox oil, synthetic condenser oil, and solid lubricants. All such materials are stored and handled within the maintenance shop within a designated storage area. The shop has no floor drains and all minor spills would be cleaned up using dry cleaning methods.

WASTEWATER DISPOSAL

The Discharger is currently discharging .the bottle rinse/floor wash wastewater, equipment cleaning wastewater, and domestic wastewater to the City's sanitary sewer system. The City has determined that it cannot accept Jong term discharge of the high volume bottle rinse/floor wash wastewater because of concerns with the co11ection system and _treatment plant capacity. The Discharger is proposing to discharge the bottle ·rinse/ floor wash wastewater to proposed on-site 1eachfie1d. The domestic wastewater and ClP acid wash wastewater will continue to be discharged to the City's sanitary sewer.

INFORMATION SHEET ORDER NO. S-01-233 DANONE WATERS OF NORTH AMERICA DANNON NATURAL SPRING WATER BOTILING FAClllTY SISKIYOU COUNTY

Bottle RinseiFloor Wash Water

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With the current operation of two bottling lines, and the proposed third bottling line, the volume· of bottle rinse/floor wash water used to design the proposed leachfield is shown in the following table:

Dannon Monthly Leach Field Flows-Bottling Rinse and Floor Wash Flow

Gallons/Month Gallons/Month (2 Lines) (3 Unes)

Month Days/Week Hours/Day Hours/Week Hour&JMonth +Spills +Spills

Jan 5 16 80 320 960,000 1,440,000

Feb 5 16 80 320 960,QOO 1,440,000

Mar 5 16 80 320 960,000 1,440,000

Apr 5 24 120 480. 1,«o;ooo 2,160,000 .

May 6 24 144 576 1,728,000. 2,592,000

Jun 7 24 168 672 2,016,000 3,024,000

Jul 7 24 168 672 . 2,Q16,000 3,024,000

Aug 6 24 144 576 1,728,000 2,592,000

Sep 5 24 120 480 1,440,000 2,160,000

Oct 5 16 80 320 960,000 1,440,000

Nov 5 16 80 320 960,000 1,440,000

Dec 5 16 80 320 9601000 114401o0o

Total 5,376 16,128,000 241192,000

Leachfield

· The proposed Ieachfield is located immediately to the south of the existing bottling facility as shown on Attachment B. The leachfield will initially consist of 1,683 lineal feet (9 lengths of 187ft) of 4-inch diameter perforated polyethylene leachline about 16 inches below ground surface. The initialleachfield area is approximately 0.55 acres and will be designed to handle a maximum 72,000 gpd discharge. The Discharger has made provision in the ]eachfield design to accommodate the additional 36,000 gpd maximum discharge for a total maximum design flow of 108,000 gpd. If the third bottling line were insta11ed, the Jeachfield would expand to 141engths of 1each1ine (2,520 lineal feet) and comprise approximately 0.83 acres. Flow to the Ieachfield would be by gravity and will be measured by a turbin~ type flow meter immediately upstream

· from the 1eachfield. From October through March, discharge to the Ieachfield will average 50 % below capacity. The system will have the capacity for one portion of the leachfield to be shut off

INFORMATION SHEET ORDER NO. 5..01-233 DANONE WATERS OF NORTH AMERICA DANNON NATURAL SPRING WATER BOTILING FACILITY SISXIYOU COUNTY

• -5-

for a "rest period". The flow to each system area can be changed at the splitter box located at the head of the system. Specific leach line flow can be controlled at each distribution box.

Soils in the Jeachfield area consist of compact loams over extremely cobbly moderately hard . sandy loam to loamy sand. The J)ercentage of cobbles, stones and boulders increases with depth. · No restrictive layers have been encountered. Percolation rates in th~ area of the leachfield range from 6-14 nrinutes per inch. The level of groundwater·in the vicinity of the leachfield is · approximately 40ft bgs.

DISCHARGE PROHIBITIONS AND SPECIFICATIONS

The waste discharge requirements prohibit the discharge of bottle rinse water, floor wash water, CIP wastewater, and domestic wastewater to surface waters or surface water drainage courses. The discharge of hazardous or toxic substances inc1uding solvents, oil, grease, or other petroleum products, is prohibited. Discharges to the leachfield other than bottle rinse water and floor wash water are prohibited. The requirements lin:lit the daily maximum flow to the leachfield from the two existing bottling lines to 72,000 gpd and limit the daily maximum flow to the leachfield after expansion for a third bottling lirie to 108,000 gpd.

ANTIDEGRADATION AND CEQA CONSIDERATIONS

The discharge of bottle rinse and floor wash at this facility is consistent with the anti degradation ·provisions of State Water Resources Control Board Resolution No. 68-16. The project as proposed wi11 not result in degradation of ground water quality. The bottle rinse water/floor wash discharge contains negligible concentrations of contaminants. Further, these waste discharge requirements do not allow degradation of groundwater beneath the leachfield. Groundwater monitoring is proposed to ensure that the discharge of waste does not cause groundwater to contain waste constituents in concentrations statistically greater than background water quality.

The Board, acting as lead agency, adopted ~Mitigated Negative Declaration and Mitigation Monitoring and Reporting Program for the Dischargers existing water bottling facility, and the proposed increase from two to three bottling lines, in accordance with the California· Environmental Quality Act, Pub. Resources Code section 21000, et seq.). The Board detennined that the project, in particular the discharge of bottle rinse/floor wash to the leachfield, would not have a significant effect on the environment. The Board determined there would be a potential short-term construction impact for the Ieachfield. Tlie Board determined that the Discharger has submitted a NOI to comply with General Order 99-08-DWQ, and updating the SWPPP to include

\' INFORMATION SHEET ORDER NO. 5..01~233 DANONE WATERS OF NOR Til AMERICA DANNON NATURAL SPRING WATER BOTTLlNG FACILITY SISKIYOU COUNfY

B:MP for construction of the Jeachfield would reduce construction impacts too less than a significant level. ·

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. ;

.t.

INFORMATION SHEET ORDER NO. 5-01-233 DAN ONE WATERS OF NORTH AMERICA PANNON NATURAL SPRING WATER BOTILING FACILITY SISKIYOU COUNTY

MONITORING PROGRAM

Effluent

• -7-

. The requirements include monitoring for daily flow to the leachfield and monitoring for constituents identified in the Report of Waste Discharge for the effluent. The required weekly frequency for specific conductance, total dissolved solids, pH, COD, and total coliform organisms may be reduced to monthly upon approval of the Executive Officer after one year of monitoring data is submitted. Annual monitoring for priority pollutant metals and organics is required. ·

Groundwater

Four piezometers (shallow groundwater monitoring wells) will be installed within the leachfield to monitor groundwater levels resulting from leachfield operations. The Discharger is proposing to install two down gradient monitoring wells, screened at a depth to monitor the quality of the groundwater resulting from leachfield operations. An existing well located up gradient from the leach:field will be used to monitor background water quality. The locations of the monitoring wells designated MW-1, MW-2, and MW-3 are shown on Attachment B; The requirements presci.ibe quarterly monitoring for groundwater elevation and the constituents identified in the effluent monitoring program.

STORMW A TER CONSIDERATIONS

Stormwater flows are collected and held in two retention basins capable of withstanding a 100-year, 30-minute rainfall event. The retention basins hold water flowing across the impervious portion of the site to contain flows onsite. The basin then drains via a 5-inch pipe, located at the southernmost end of the basin, along a ditch and discharge into the City drainage system; even~ually discharging into North Fork Cold Creek. Minimal quantities of fuel, oil, and lubricants associated with truck and passenger vehiCle use that could be mobilized by storm flows are contained by a central sand trap prior to water entering the detention ·basin. The . Discharger submitted a NOI dated 23 February 2001 and has obtained coverage under General Industrial Storm Water Pennit No. CA,SOOOOOl. The General Pennit requires development and implementation of a SWPPP and a monitoring program to sample storm water locations. Monitoring would be required of the discharge of stoirn water from the 5-inch pipe and would . include at a minimum total suspended solids, pH, specific conductance, and oil and grease.

7 September 2001

!'

Thomas R. Pinkos Executive Officer

s&ACH. SIMMONS & D~N A PROFESSIONAL CORPORATION

ATTORNEYS AT LAW

8 I 3 SIXTH STREET

THIRD FLOOR

SACRAMENTO. CA 958 I 4-2403 (9 ( 61 446-7979

FACSIMILE !9161 446-B 199

WEBSITE: www.lawssd.com

June 1, 2005

Regional Water Quality Control Board Central Valley Region 11020 Sun Center Drive, #200 Rancho Cordova, CA 95670

Re: Advance Notice of Transaction Requiring Transfer of Permits Related to Danone Waters of North America, Dannon Natural Spring Water Bottling Facility, Siskiyou County and CCDA Waters L.L.C.

Dear Mr. Pinkos:

This letter is to inform you of a pending transaction that involves the Dannon Natural Spring Water Bottling Facility in Siskiyou County, and related permit transfer requests that will be submitted to the Central Valley Regional Water Quality Control Board ("Regional Board") in the very near future. I discussed this matter with Mr. Dennis Wilson, staff in the Redding office of the Regional Board, via telephone on May 24,2005.

Currently, the above-referenced facility is owned by CCDA Waters, L.L.C., a Delaware limited liability company whose two members are The Coca-Cola Company and Danone Holdings, Inc. Waste discharge requirements Order No. 5-01-233 for this facility are currently held by Danone Waters of North America. In addition, CCDA Waters, L.L.C. has authorization to operate pursuant to the General Permit to Discharge Storm Water Associated with Industrial Activity, pursuant to WDID identification number 5R47I016440. The Coca-Cola Company and Danone Holdings, Inc. have recently agreed to an arrangement under which ownership of this facility will be acquired by a new Delaware limited liability company, whose sole member will be The Coca-Cola Company. Pending the closing, the new company will be known as CC Water Acquisition Company, L.L.C. Effective upon the closing date or shortly thereafter, the old CCDA Waters, L.L.C. will be dissolved, and CC Water Acquisition Company, L.L.C. will be renamed CCDA Waters, L.L.C. The parties anticipate closing this transaction on or before August 24, 2005. As a result of this pending transaction, The Coca-Cola Company will be requesting that the waste discharge requirements and Notice of Intent to

Thomas R. Pinkos • Executive Officer Regional Water Quality Control Board June 1, 2005 Page 2

operate under the general stormwater permit for this facility be transferred to the new owner and operator of the facility.

Based on my discussions with Mr. Wilson, the Regional Board must approve a transfer of the waste discharge requirements, and may do so at either its August 4/5, 2005 meeting or its September 15/16, 2005 meeting, so long as the request is submitted at least four weeks prior to the meeting. In addition, we understand that the current owner/operator of the facility must provide written notice to the new owner/operator of the existence of the waste discharge requirements, and that the new owner/operator must provide certain information in writing to the Regional Board prior to the transfer of the waste discharge requirements. In the near term, we will be submitting the required written request to transfer the waste discharge requirements, which will identify the date on which we request the Regional Board to approve the transfer.

With respect to the general stormwater industrial permit, we understand that the current owner/operator must submit a Notice of Termination to the Regional Board. In addition, we understand that the new owner/operator must submit a Notice of Intent, site map, and fee to the State Water Resources Control Board, to obtain coverage under the general stormwater industrial permit. We intend to submit these documents in the near future

If there are any other forms or procedures that the Regional Board believes are needed to consummate the transfer of the waste discharge requirements and coverage under the general stormwater industrial permit, please let me know at your earliest convenience. If you have any questions, please do not hesitate to contact me. We very much appreciate the Regional Board's consideration and assistance in these efforts.

KTC/jlp

cc: Vail Thorne Amy Magee Dennis Wilson

Sincerely,

~a£) Kristen T. Castafios

..

Charles H. McCoy Vice President

June 20,2005

CC Water Acquisition Company, L.L.C. One Coca-Cola Plaza Atlanta, Georgia 30313

Jim Peterson

Sr Plant Manager

CCDA Waters LLC

Supply Chain

Re: Waste Discharge Requirements Order No. 5-01-233, Danone Waters of North America, Dannon Natural Spring Water Bottling Facility, Siskiyou County

Dear Mr. McCoy:

In light of the arrangement between The Coca-Cola Company and Danone Water Holdings, Inc. regarding ownership of the Dannon Natural Spring Water Bottling Facility, CCDA Waters, L.L.C., as successor in interest to Danone Waters of North America, and the current operator and owner of the bottling facility, is required to notify you of the yxistence of the attached Waste Discharge Requirements Order No. 5-01-233, issued by the Central Valley Regional Water Quality Control Board. We understand that you will undertake all actions necessary to transfer the Waste Discharge Requirements to CC Water Acquisition Company, L.L.C., a new Delaware limited liability company that will own and operate the facility, which will be renamed at closing to CCDA Waters, L.L.C.


.TP/jlp Encl. cc: Thomas R. Pinkos

Dennis Wilson Vail Thorne Amy Magee Kristen Castafios

Sincerely,~

eterson Plant Manager CCDA Waters, L.L.C .

210 Ski Village Drive Mount Shasta, CA 96067

Tel: 530.918.7150 Fax: 530.918.9433

Thomas R. Pinkos Executive Officer Regional Water Quality Control Board Central Valley Region 11020 Sun Center Drive, #200 Rancho Cordova, CA 95670






ORDER NO. R5-2004-0154

CHANGE OF NAME AND/OR OWNERSHIP OFF ACILITIES HAVING WASTE DISCHARGE REQUIREMENTS

The California Regional Water Quality Control Board, Central Valley Region, finds that:

1. The Regional Board Orders listed below are for facilities that have had a change of name and/or ownership since adoption of the Orders.


3. The Board has notified each discharger of its intent to amend the Orders by substituting the current name and/or ownership of the facilities.

4. The Board heard and considered all comments pertaining to the proposed change of name and/or ownership of each facility.



Order Number

58-186

96-119

98-086

Current Facilitv Name

Kern Oil Company, Ltd. South Belridge Oil Field Kern County

Del Rey Enterprises, Inc. Fruit Processing & Dehydrating Plant

Pleasure Cove Resort

New Facilitv Name

UDF Lease South Belridge Oil Field Kern County

Fruit Processing & Dehydrating Plant

Pleasure Cove Resort

New Owner

Long Beach Oil Development Company 550 N. Brand Blvd. Suite 1960 Glendale, CA 91203

Vita-Pakt C~tpts Products Co. .-. 707 North Barranca P.O. Box 309 Covina, CA 91723 (626) 332-1101

Pleasure Cove Resort Asset Management Group, LLC Attn: Steve Petty 346 Soscol A venue Napa, CA 94559 and United States Department of Interior, Bureau of Reclamation Attn: Cleve Dufer 5520 Knoxville Road Napa, CA 94558

New Operator


Aaron A vedian Vita-Pakt, Citrus Products Co. 5455 South Villa

Fresno CA 93725 (559) 834-6885

Pleasure Cove Resort Asset Management Group, LLC Attn: David Wheeler, Steve Petty 6100 Highway 128 Napa, CA 94558

ORDER NO. RS-2004-0154 CHANGE OF NAME/OWNERSHIP

Current Order Number Facility Name

5-01-233 Danone Waters of North America, Dannon Natural Spring Water Bottling Facility Siskiyou County

5-01-251 Wastewater Treatment Facility No. 1 (Crossroads)

RS-2002-0 167 Nuevo Energy Company, Coalinga Nose Unit, East Coalinga Extension Oil Field Fresno County

-- -----------

-2-

New Facility Name New Owner New Operator

Danone Waters ofNorth Coca Cola North America CCDA Waters, LLC America Water bottling facility 210 Ski Village Dr., Mt. 210 Ski Village Dr., Mt. Siskiyou County Shasta, CA 96067 Shasta, CA 96067

Wastewater Treatment City of Lathrop Veolia Water North Facility No. 1 Attn: Cary Keaton America (Crossroads) 16775 Howland Road Attn: Randy Johnson

Lathrop, CA 95330 18800 Christopher Way 209-858-2860 Lathrop, CA 95330 and 209-858-1645 Richland Communities Attn: Tom Kollen 2220 Douglas Blvd., Ste. 290 Roseville, CA 95661 916-782-3330

Cagle-USL Lease Plains Exploration & Plains Exploration & East Coalinga Extension Production Company Production Company Oil Field 1200 Discovery Drive, 1200 Discovery Drive, Fresno County Suite 500 Suite 500

Bakersfield, CA 93309 Bakersfield, CA 93309

I, THOMAS R. PINKOS, Executive Officer, do hereby certify the foregoing is a full, true, and correct copy of an Order adopted by the California Regional Water Quality Control Board, Central Valley Region, on 15 October 2004.

THOMAS R. PINKOS, Executive Officer

California Rlional Water Quality 8ntrol Board Central Valley Region

Terry Tamminen Secretary for


Peggy Pelucca Coca Cola North America 210 Ski Village Drive Mt. Shasta, CA 96067


Phone (530) 224-4845 • FAX (530) 224-4857 http://www.swrcb.ca.gov/rwqcb5


MONITORING REPORTS FOR JUNE, JULY AUGUST AND 2004 ANNUAL REPORT, COCA CLOA NORTH AMERICA, MT. SHASTA, SISKIYOU COUNTY

We have received your monitoring for the months of June, July and August and the 2004 annual monitoring. In your letter you refer to "quarterly monitoring". While it is true that a number of the monitoring parameters are to be determined quarterly, for example groundwater elevation, specific conductance etc., reports are to be submitted monthly as is stated in the "Reporting" section. We have included a copy of the monitoring and reporting program.

As the ownership of this facility has changed it will be necessary for us to change the name on the waste discharge requirements. Please confirm that the new owner is Coca Cola North America, (Inc.?).

If you have any questions please contact me at (530) 224-4859, or the letterhead address.

~~r~ Water Quality Control Engineer

JFR: reb


y Recycled Paper

•

• CALIFORNIA REGIONAL WATER QUALITY CONTROL BOARD

CENTRAL VALLEY REGION

MONITORING A['ID REPORTING PROGRAJ.\1 NO. 5-01-233 FOR

DANONE WATERS OF NORTH AMERICA DANNON NATURAL SPRINGWATER BOTTLING FACILITY

SISKIYOU COUNTY

EFFLUENT MONITORING

The discharge of bottle rinse/floorwash wastewater to the leachfield shall be monitored as follows:

Type of Sampling Parameter Units Sample Freguency

Flow gallons per day Flow meter Daily

Specific Conductance ~-trnhos/cm Grab Weekly'

Total Dissolved Solids mg/1 Grab Weekly'

pH units Grab Weekly'

Chemical Oxygen Demand (COD) mg/1 Grab \Veekly1

Total Coliform Organisms MPN!lOOml Grab Weekly'

Priority Pc:llutants-Metals ~-tg/1 Grab Annually

Priority Pollutants-Organics ~-tg/1 Grab Annually I The sampling frequency may be reduced to monthly after one year of sampling upon approval of the

Executive Officer.

GROUND \VATER MONITORING

Piezometers

Each of the Piezometers within the leachfield shall be monitored for depth to groundwater from the surface as follO\vs:

Parameter


Units

feet

Type of measurement

Visual

Measurement Frequency

Weekly

\VASTE DISCHARGE REQUIREMENTS ORDER NO. 5-01-233 DANON'E WATERS OF NORTH AMERICA NATURAL SPRING WATER BOTTLING F ACILIT'{ SISKIYOU COUNT'Y

Monitoring Wells ~1\V-1, 1\'1\V-2, MW-3)

Prior to sampling or purging, equilibrated groundwater elevations shall be measured to the nearest 0.01 foot. The wells shall be purged at least three well volumes until pH and electrical conductivity have stabilized. Sample collection shall follow standard analytical method protocols. Groundwater monitoring shall include, at a minimum, the following:



Specific Conductance )Hnhos/cm Grab Quarterly




Total Coliform Organisms MPN/100 ml Grab Quarterly

Priority Pollutants-Metals ).lg/1 Grab Annually

Priority Pollutants-Organics ).J.g/1 Grab Annually


-2-

The leachfield shall be visually monitored on a weekly basis. Leachfield monitoring will consist of visual inspection of the leachfield and nearby area for the presence of wet areas or groundwater seepage. Leachfield monitoring results shall be included with all monthly monitoring reports.

STREAL'\1 GAUGE MONITORI~G

The Discharger shall install a stream gauge on Big Springs Creek and report gauge readings at least \Veekly. The stream data shall be submitted with the monthly monitoring report.

WASTE DISCHARGEREQUIREME~TS ORDER NO. 5-0l-233 DA.NO?'-IE \VATERS OF NORTH AivlERICA l\ATURAL SPRING \VATER BOTTLING FACILITY S!SKIYOU COlJP.'T'{

REPORTING

.. 3-

Monitoring results shall be submitted to the Regional Board by the 1st day of the second month following sample collection, (i.e., the January Report is due by 1 March). Quarterly and annual monitoring results shall be submitted by the 1st day of the second month following each calendar quarter and year, respectively.

In reporting the monitoring data, the Discharger shall arrange the data in tabular form so that the date, the constituents, and the concentrations are readily discernible. The data shall be summarized in such a manner to illustrat~ clearly whether the discharge complies with waste discharge requirements

If the Discharger monitors any pollutant at the locations designated herein more frequently than is required by this Order, the results of such monitoring shall be included in the calculation and reponing of the values required in the discharge monitoring report form. Such increased frequency shall be indicated on the discharge monitoring report form.

The Discharger may also be requested to submit an annual report to the Board with both tabular and graphical summaries ofthe monitoring data obtained during the previous year. Any such request shall be made in writing. The report shall discuss the compliance record. If violations have occurred, the report shall also discuss the corrective actions taken and planned to bring the discharge into full compliance with the waste discharge requirements.

The Discharger shall have available for Board inspection data that includes the monthly volume pumped from DEX-6 and the monthly volume delivered to the bottling facility from Mossbrae Springs.

All reports submitted in response to this Order shall comply \vith the signatory requirements of Standard Provisions D.6.

Ordered by:


JFR:DCW

California Refonal Water Quality cfntrol Board Central Valley Region

Winston H. Hickox Secretary for


8 November 2004

Plant Superintendent CCDA Waters, LLC 210 Ski Village Drive Mount Shasta, CA 96067

Robert Schneider, Chair

Redding Branch Office Internet Address: http://www.swrcb.ca.gov/-rwqcb5


TRANSMITTAL OF ORDER AMENDING ORDER NO. 5-01-233, COCA COLA NORTH AMERICAN WATER BOTTLING FACILITY, SISKIYOU COUNTY .

Enclosed is an official copy of Order R5-2004-0154 as adopted by the California Regional Water

Gray Davis Governor



If you have any questions please contact James F. Rohrbach ofmy staff at (530) 224-4859 or at the

above address.

~ Assistant Executive Officer

JFR: sae

Enclosure

California Environmental Protection Agency #<;}

~J Recycled Paper



ORDER NO. R5-2004-0154









Order Number

58-186

96-119

98-086


Kern Oil Company, Ltd. South Belridge Oil Field Kern County

Del Rey Enterprises, Inc. Fruit Processing & Dehydrating Plant

New Facility Name

UDF Lease South Belridge Oil Field Kern County

Fruit Processing & Dehydrating Plant

Pleasure Cove Resort Pleasure Cove Resort

New Owner


Vita-Pakt Citrus Products Co. 707 North Barranca P.O. Box 309 Covina, CA 91723 (626) 332-1101


New Operator



Fresno CA 93725 (559) 834-6885


California R.onal Water Quality <lntrol Board Central Valley Region



8 November 2004

Plant Superintendent CCDA Waters, LLC 210 Ski Village Drive Mount Shasta, CA 96067


Redding Branch Office Internet Address: http://www.swrcb.ca.gov/-IWqcb5


TRANSMITTAL OF ORDER AMENDING ORDER NO. 5-01-233, COCA COLA NORTH AMERICAN WATER BOTTLING FACILITY, SISKIYOU COUNTY

Enclosed is an official copy of Order RS-2004-0154 as adopted by the California Regional Water

Gray Davis Governor



If you have any questions please contact James F. Rohrbach ofmy staff at (530) 224-4859 or at the

ES C. PEDRI, P .E. Assistant Executive Officer

JFR: sae

Enclosure

California Environmental Protection Agency #tJ ~J Recycled Paper



ORDER NO. RS-2004-0154







5. This action is exempt from provisions of the California Environmental Quality Act (Public Resources Code, Section 21000 et seq.) in accordance with section 15301, Title 14, California Code ofRegulations.


Current New Order Number Facility Name Facility Name

58-186 Kern Oil Company, UDF Lease Ltd. South Belridge Oil South Belridge Oil Field Field Kern County Kern County

96-119 Del Rey Enterprises, Fruit Processing & Inc. Dehydrating Plant Fruit Processing & Dehydrating Plant

98-086 Pleasure Cove Resort Pleasure Cove Resort

New Owner


Vita-Pakt Citrus Products Co. 707 North Barranca P.O. Box 309 Covina, CA 91723 (626) 332-1101


New Operator



Fresno CA 93725 (559) 834-6885


OlllER NO. RS-2004-0154 e -2-CHANGE OF NAME/OWNERSHIP

Current New Order Number Facility Name Facility Name New Owner New Operator

5-01-233 Danone Waters of Danone Waters ofNorth Coca Cola North America CCDA Waters, LLC North America, America Water bottling facility 210 Ski Village Dr., Mt. Dannon Natural 210 Ski Village Dr., Mt. Siskiyou County Shasta, CA 96067 Spring Water Shasta, CA 96067 Bottling Facility Siskiyou County

5-01-251 Wastewater Wastewater Treatment City of Lathrop Veolia Water North Treatment Facility Facility No. 1 Attn: Cary Keaton America No. 1 (Crossroads) (Crossroads) 16775 Howland Road Attn: Randy Johnson

Lathrop, CA 95330 18800 Christopher Way 209-858-2860 Lathrop, CA 95330 and 209-858-1645 Richland Communities Attn: Tom Kollen 2220 Douglas Blvd., Ste. 290 Roseville, CA 95661 916-782-3330

RS-2002-0 167 Nuevo Energy Cagle-USL Lease Plains Exploration & Plains Exploration & Company, East Coalinga Extension Production Company Production Company Coalinga Nose Unit, Oil Field 1200 Discovery Drive, 1200 Discovery Drive, East Coalinga Fresno County Suite 500 Suite 500 Extension Oil Field Bakersfield, CA 93309 Bakersfield, CA 93309 Fresno County

I, THOMAS R. PINKOS, Executive Officer, do hereby certify the foregoing is a full, true, and correct copy of an Order adopted by the California Regional Water Quality Control Board, Central Valley Region, on 15 October 2004.

THOMAS R. PINKOS, Executive Officer

California Regional Water Quality Control Board Central Valley Region

Terry Tamminen Secretary for


9 January 2004

Jim Peterson Senior Plant Manager


Phone (530) 224-4845 • FAX (530) 224-4857 http://www.swrcb.ca.gov/rwqcb5

Dan one Waters of North America 210 Ski Village Drive Mt. Shasta, CA 96067

Arnold Schwarzenegger Govemor

MONITORING REPORTS, DANNON BOTTLED WATER PLANT, MT. SHASTA, SISKIYOU COUNTY

We have been informed by the City of Mt. Shasta that you are no longer discharging bottle rinse to the city's sewage treatment plant. We assume, therefore, that you are discharging to the leachfield described in your waste discharge requirements (Order No. 5-01-233). If so, you are required to submit monitoring reports as set forth in the Monitoring and Reporting Program of your waste discharge requirements.

If you have any questions please contact me at (530) 224-4859 or the letterhead address.

James F. Rohrbach Water Quality Resource Engineer

JFR:kms


y Recycled Paper

e e California Regional Water Quality Control Board

Central Valley Region Robert Schneider, Chair

Redding Branch Office Internet Address: http://www.swrcb.ca.gov/rwqcb5


Environmental Protection 415 Knollcrest Drive, Suite 100, Redding, California 96002

Phone (530) 224-4845 • FAX (530) 224-4857

9 October 2003

Mr. Walter Samylenko Danone Waters of North America 241 Ski Village Drive Mount Shasta, CA 96067

CHANGE OF DISCHARGE CLASSIFICATION, DANNON NATURAL SPRING WATER, WDID No. 5A472001001, SISKIYOU COUNTY

Gray Davis Governor

As you may be aware, all facilities that discharge to land such as yours are classified by our agency according to their threat to water quality and complexity (see attached description of this rating system). We have reviewed these ratings for all facilities that discharge to land within our area to ensure that each facility was correctly rated and that ratings were similar for similar facilities. The classification rating for you facility has been changed from 2C to 3C. This classification is used to determine your annual fee for renewal of your waste discharge requirements.

If you have questions or comments on this change, please contact James F. Rohrbach or myself at the letterhead address, or (530) 224-4845.

Mary L. Randall, P.E. Chief, South Regulatory Unit

Enclosure

California Environmental Protection Agency #rJ ~J Recycled Paper


530 235 2847;

OANONE Waters o(

North ,tmericu.

DEC-11-0111:16AM; e PAGE

Oanone WatAr~ of North Amorlca

lo

cc.

Fax#

RE

Dennis Wilson, RWQCB

Jim Peterson. Sr. Plant Manager

(530)918-7140

(530)918-9433

Fo~ It 224-4857

Phone if

r-<umber ol pages Including lhis one· i

··-------·---

Please find enclosed copies of information and letter for Stream Gauge dating 02113/01. This is for your files and infmmation.

--·---.--------

' ,, ~ _,' ' • • . • ' , · ,' 1 I ; ' ·~ • ,- , .>:'I'' ' . • ,_ ~· ,' I ' ~~ ;;.

C\1

LU <.:) <( 0

~-~------------------------------------------~ 0 w 0

SECOND BRIDGE ACROSS BIG SPRING CREEK

·-Cf) 0

<( a: m

llJ

0

4 0

.. > ITJ

LJ (J)

I

.'- ~ ~ ~ --..___ 10 INCH DIAMETER CASING

1.5 INCH DIAMETER ~ WITH LOCKING LID SLOTTED PVC

FIGURE I. STREAM GAUGE

530 235 2947· ' DEC-11 -01 11 :16AM;

e ::lAGE: 3/4

.,:~" -~".,....,., ___ 'c'-c.,'

«<lPH~. --UliA

Figure 2. Gauge Location

i I ;

i

/

.•

' /

D¥tone Wa\ers of Hanh America 7100 HE County Road 340, High Springs, FL 32643, USA Phone; (004) 454-5900 Fax: (904)45+1918

"'-"> ... ,, ,, \'~

\\ \I ,, •· ,, .\\

;;:.::."· /1'. '·' ,y

·:f 'I lr ,,

.:! :r i. ·) ,I

\\ '\\ ...

\ \'. \\ \\ \'

SE~!T 8V: DAf,QrJE !~JT 8RAIJDS · '

February 13, 2001

Mike RodriQuez District Administrator Recreation and Par1<s District PO Box 514 Mount Shasta, CA 96067

Subject Stream Gauging

Dear Mr. Rodriquez:

530 235 2847;

DAN ONE Wat~rs of

North America.

DEC· i 1 -01 1' : 1 6A\1; e

As we had discussed. DWNA would li~e to install a stream gauge to measure the flow of Big Spring Creek over time. According to the State Regional Water Quality Control Board the only approval for scientific instrumentation is from the property owner. Enclosed are pictures showing the construction of a stream gauge (white casing and locking cap - photo 1 ), Staff Gauge (white measuring rod - photo 1) and the data logger/water level indicator (photo 2) that would be place in the stream gauge casing. These are systems DWNA has installed at other stream sites.

The design of the gauge in Big Spring Creek would essentially be the casing and slotted PVC, colored to blend with the surroundings, and containing a data logger place inside it (Figure 1). The staff gauge and supports shown in the enclose<i picture would not be installed. The best location would be at or near one of the footings of the second bridge in Big Spring Park (Figure 2). The data logger can measure the water level in the stream several times a day and is periodically downloading using a portable computer that takes less then 10 minutes to perform. The information would be very useful in conducting our continued scientific monitoring of the Big Spring Aquifer. I hope the enclosed is useful and if you have any questions or comments please do not hesitate to contact me at (904) 454-5907 (office), (352) 284-2908 (cell), or brian, [email protected].

Sincerely, DANONE WATERS OF NORTH AMERICA

Brian M. McCord, RG Water Resource Manager

Dan one Waters crf No"h Amenca 7100 NE County Road 3-40, High Springs, FL 32643, USA Pl"looe; (904) 454--5900 Fax: (904) 454--1918

PAGE 4/4

------------------------

California R.ion c

ater Quality Antrol Board



27 September 2001



415 Knollcrest Drive, Suite l 00, Redding, California 96002 Phone (530) 224-4845 • FAX (530) 224-4857

Gray Davis Governor

CERTIFIED MAIL #7000 1530 0001 8543 6641

Mr. Jim Peterson, Senior Plant Manager Donone Waters ofNorth America 210 Ski Village Drive Mt. Shasta, CA 96067

•

TRANSMITTAL OF ADOPTED RESOLUTION ADOPTING THE MITIGATED NEGATIVE DECLARATION, MITIGATION MONITORING AND REPORTING PROGRAM, AND TRANSMITTAL OF ADOPTED WASTE DISCHARGE REQUIREMENTS FOR DAN ONE WATERS OF NORTH AMERICA, DANNON NATURAL SPRING WATER BOTTLING FACILITY, SISKIYOU COUNTY

Enclosed is an official copy of Order No. 5-01-232 (Resolution), and Order No. 5-01-233 (Waste Discharge Requirements), as revised and adopted by the California Regional Water Quality Control Board, Central Valley Region, on 7 September 2001.

If you have any questions, please contact Dennis Wilson at (530) 224-4845 or the address above.

~ Assistant Executive Officer

JFR:dcw

Enclosures - Adopted Order Standard Provisions (Discharger Only)

cc+enc: Please see attached list.


"" ~J Recycled Paper

The energy challenge facing California is real. Every Californian needs to take immediate action to reduce energy consumption. For a list of simple ways you can reduce demand and cut your energy costs, see our Web-site at http://www.swrcb.ca.gov/rwqcb5

Mr. Jim Peterson, Senior Plan.anager Donone Waters of North America

- 2-

cc+enc: Department ofFish and Game, Region 1, Redding Department of Health Services, Office ofDrinking Water, Redding Department of Water Resources, Northern District, Red Bluff Mike Floyd, Water Resources Control Board, Division of Water

Quality, Sacramento Erik Spiess, Water Resources Control Board, Office of the

Chief Counsel, Sacramento Siskiyou County Environmental Health Department, Yreka Siskiyou County Planning Department, Yreka Mike Workman, City ofMt. Shasta, Mt. Shasta Mike Urkov, CH2M Hill, Redding

• Margaret Hallenbach, Mt. S])asta Watershed Group, Mt. Shasta Peggy Risch, Mt. Shasta Bioregional Ecology Center, Mt. Shasta Martha Grainger, Mt. Shasta Todd Cory, Mt. Shasta

27 September 2001

~ California Rftional Water Quality ~ontrol Board ~ Central Valley Region

Robert Schneider, Chair Winston H. Hickox

Secretary for Environmental

Protection

28 August 2001



Gray Davis Governor

CERTIFIED MAIL #7000 1530 0001 8543 6610

Mr. Jim Peterson, Senior Plant Manager Donone Waters ofNorth America 210 Ski Village Drive Mt. Shasta, CA

DANONE WATERS OF NORTH AMERICA, DANNON NATRUAL SPRING WATER BOTTLING FACILITY- CONSIDERATION OF RESOLUTION ADOPTING THE MITIGATED NEGATIVE DECLARATION, MITIGATION MONITORING PROGRAM, AND CONSIDERATION OF WASTE DISCHARGE REQUIREMENTS.

Enclosed for your information is the Meeting Agenda and agenda package, as it will be presented to the Regional Board for consideration at its next regular meeting on 7 September 2001 in Redding. The agenda package includes a title page, staff report, proposed Resolution, proposed Mitigated Negative Declaration, proposed Mitigation Monitoring Program, and proposed Waste Discharge Requirements.

If you have any qu tions, please contact Dennis Wilson at (530) 224-4848 or at the above address.

cc+enc: Department ofFish and Game, Region 1, Redding Department of Health Services, Office of Drinking Water, Redding Department of Water Resources, Northern District, Red Bluff Mike Floyd, Water Resources Control Board, Division of Water Quality, Sacramento Siskiyou County Environmental Health Department, Yreka Siskiyou County Planning Department, Yreka Mike Workman, City ofMt. Shasta, Mt. Shasta Mike Urkov, CH2M Hill, Redding Margaret Hollenbach, Mt. Shasta Watershed Group, Mt. Shasta Peggy Risch, Mt. Shasta Bioregional Ecology Center, Mt. Shasta Martha Grainger, Mt. Shasta Todd Cory, Mt. Shasta


"' ~J Recycled Paper


' ,c..;: ru 0 .(}(' ~D'f California :tfgwnai wa e (Jualityfontrol Board

Central' aJ ey Region



August 10, 2001




Mr. Jim Peterson, Senior Plant Manager Donone Waters of North America 210 Ski Village Drive Mt. Shasta, CA 96067

NOTICE TENTATIVE WASTE DISCHARGE REQUIREMENTS

FOR DANONE WATERS OF NORTH AMERICA

DANNON NATURAL SPRING WATER BOTTLING FACILITY SISKJYOU COUNTY

Gray Davis Governor

Attached is the tentative order and public hearing notice for the Dannon Natural Spring Water Bottling Facility. Any comments or recommendations you may have concerning the enclosed tentative order should be submitted to this office by 31 August 2001 in order for us to give them full consideration prior to the meeting of the Regional Board on 7 September 2001.

If you have any questions, please contact Dennis Wilson at (530) 224-4845 or the address above.

JAMES C. PEDRI t Assistant Executive Officer

JFR:dcw

Enclosures- Tentative Order Public Hearing Notice Standard Provisions (discharger only)

cc+enc: Please see attached list.

California Environmental Protection Agency ,., ~J Recycled Paper


e Mr. Jim Peterson, Senior Plant Manager - 2-Donone Waters ofNorth America

cc+enc: Department of Fish and Game, Region 1, Redding Department ofHealth Services, Office of Drinking Water, Redding Department of Water Resources, Northern District, Red Bluff Mike Floyd, Water Resources Control Board, Division of Water

Quality, Sacramento Erik Spiess, Water Resources Control Board, Office of the

Chief Counsel, Sacramento Siskiyou County Environmental Health Department, Yreka Siskiyou County Planning Department, Yreka Mike Workman, City ofMt: Shasta, Mt. Shasta Mike Urkov, CH2M Hill, Redding Margaret Hallenbach, Mt. Shasta Watershed Group, Mt. Shasta Peggy Risch, Mt. Shasta Bioregional Ecology Center, Mt. Shasta Martha Grainger, Mt. Shasta Todd Cory, Mt. Shasta

10 August 2001

~ California R~onal Water Quality 8,ntrol Board ~ Central Valley Region

Robert Schneider, Chair Winston H. Hickox

Secret at}' for Environmental

Protection

9 August 2001

Mt. Shasta Herald


415 Knollcrest Drive, Suite l 00, Redding, California 96002 Phone (530) 224-4845 • FAX (530) 224-4857

924 N. Mount Shasta Boulevard Mt. Shasta, CA 96067

Gray Davis Governor

HEARING NOTICE CONCERNING- ADOPTION OF A MITIGATED NEGATIVE DECLARATION AND WASTE DISCHARGE REQUIREMENTS, FOR DANONE WATERS OF NORTH AMERICA, DANNON NATURAL SPRING WATER BOTTLING FACILITY, MT. SHASTA, SISKIYOU COUNTY

Please publish the enclosed notice one (1) time as soon as possible, but no later than 15 August 2001. Send us proof of publication and bill us in triplicate. Also, please provide two (2) copies of the publication for our use.


/~f)J J A_x{ES C. PEDRI ~-i~tant Executive Officer

Enclosure

California Environmental Protection Agency ~ ~J Recycled Paper



REDDING BRANCH OFFICE 415 Knollcrest Drive, Suite 100, Redding, CA 96002

Phone (530) 224-4845 -Fax (530) 224-4857

PUBLIC HEARING concemmg

adoption of a mitigated negative declaration and waste discharge requirements

for

DANONE WATERS OF NORTH AMERICA DANNON NATURAL SPRING WATER BOTTLING FACILITY

SISKIYOU COUNTY

Danone Waters ofNorth America (Dannon) has submitted a Report of Waste Discharge to the Regional Water Quality Control Board, Central Valley Region (hereafter Board) for discharge ofbottle rinse water to a proposed on-site leachfield at the Dannon Natural Spring Water Bottling Facility. The Board is acting as the Lead Agency under CEQA and is proposing adoption of a Mitigated Negative Declaration for the discharge from the Dannon Natural Spring Water Bottling Facility. Dannon proposes to discharge up to 72,000 gallons per day (gpd) ofbottle rinse wastewater from an existing water bottling facility, and an additional36,000 gpd from a proposed expansion, to a proposed subsurface leachfield. The proposed leachfield is located immediately to the south of the existing bottling facility. Domestic wastewater and equipment cleaning wastewater will be discharged to the City ofMt. Shasta sewer system. Staff recommends the Regional Water Quality Control Board adopt the Mitigated Negative Declaration and waste discharge requirements regulating the discharge from the facility.

An informal public hearing concerning this matter will be held during the Regional Board meeting which is scheduled for:

DATE: TIME: PLACE:

7 September 2001 8:30a.m. City ofRedding City Council Chambers 777 Cypress A venue Redding, CA 96001

Persons wishing to comment on this noticed informal hearing item must submit such comments in writing to the Regional Board no later than 31 August2001. Written comments submitted after 31 August 2001 will not be accepted and will not be incorporated into the administrative record if doing so would prejudice any party.

All interested persons may speak at the Board meeting, and are expected to orally summarize their written submittals. Oral testimony will be limited in time by the Board Chair.

NOTICE OF PUBLIC HE~ DANNONE WATERS OF NORTH AMERICA

9 August 2001

An objection by a party, either in writing or at the time of the hearing, to the decision to hold an informal hearing shall be resolved by the Board Chair before going ahead under the informal procedure. Failure to make a timely objection to the use of informal hearing procedures before those procedures are used will constitute consent to an informal hearing.

Anyone having questions on Danone Waters ofNorth America, Dannon Natural Spring Water Bottling Facility, should contact Dennis Wilson, Chief, North Regulatory Unit, at (530) 224-4845. The proposed item and related documents may be inspected and copied at the Regional Board's office at 415 Knollcrest Drive, Suite 100, Redding, California, weekdays between 8:00a.m. and 5:00p.m. by appointment.

The procedures governing Regional Water Board meetings may be found at Title 23, California Code of Regulations, Section 647 et seq. and is available upon request. Hearings before the Regional Water Board are not conducted pursuant to Government Code section 11500 et seq. The procedures may be obtained by accessing http://www.swrcb.ca.gov/water_laws/index.html. Information on meeting and hearing procedures is also available on the Regional Board's website at http://www.swrcb.ca.gov/rwqcb5/bdmtgs/mtgprocd.htm or by contacting any one of the Board's offices. Questions regarding such procedures should be directed to Ms. Janice Tanaka at (916) 255-3039.

The hearing facilities will be accessible to persons with disabilities. Individuals requiring special accommodations are requested to contact Ms. Janice Tanaka at (916) 255-3039 at least 5 working days prior to the meeting. TTY users may contact the California Relay Service at 1-800-735-2929 or voice line at 1-800-735-2922.

Please bring the above information to the attention of anyone you know who would be interested in this matter.

9 August 2001

James C. Pedri, P.E. Assistant Executive Officer /

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• • CALIFORNIA REGIONAL WATER QUALITY CONTROL BOARD


ORDER NO. 5-01-233

WASTE DISCHARGE REQU1REMENTS FOR

DANONE WATERS OF NORTH AMERICA DANNON NATURAL SPRING \VATER BOTTLING FACILITY

SISKIYOU COUNTY

The California Regional Water Quality Control Board, Central Valley Region, (hereafter Board) finds that:

1. Danone Waters ofNorth America, hereafter Discharger, submitted a Report of Waste Discharge dated 16 April 2001 and two supplementary characterization/design reports dated 12 June 2001 and 3 July 2001. The Discharger requested waste discharge requirements to discharge up to 72,000 gallons per day (gpd) of bottle rinse water from an existing water bottling facility, and an additional 36,000 gpd from a proposed expansion, to a subsurface leachfield.

2. The Discharger owns and operates a water bottling facility, Dannon Natural Spring Water Bottling Facility, (Assessor's Parcel No. 037-140-010), immediately to the north of the city limits of the City ofMt. Shasta in Siskiyou County in Section 9, T40 N, R4W, MDB&M, as shown on Attachment A, a part of this Order. The water bottling facility lies within the Upper Sacramento Hydrologic Unit (No. 525), Spring Creek Hydrologic Subarea (No. 525.24), as depicted on the interagency hydrologic maps prepared by the California Department of Water Resources in August 1986. Surface water drainage is to Cold Creek, a tributary of the Sacramento River.

3. The Discharger operates an existing natural spring water bottling facility that involves groundwater extraction, water bottling, and equipment cleaning. The facility's water supply is pumped from a well approximately 2,000 feet north ofthe bottling facility. Water is also hauled to the bottling facility by truck from Mosbrae Springs in Dunsmuir. Water bottling operations consist of water processing, blow molding of plastic bottles, washing bottles, and filling bottles with processed water. Water processing includes proprietary micro-filtration, ozonation, and ultraviolet treatment. Approximately 12 percent of individual bottle volume of ozonated water is flushed through the bottle to wash the bottles clean of any residue left from the blow molding process. A very small volume of spillage and floor wash is also mixed with the bottle rinse wastewater. The Discharger presently operates two bottling lines that discharge an average of 20,000 gpd with peak discharges up to 36,000 gpd of bottle rinse/floor wash wastewater per bottling line. The Discharger is currently discharging the bottle rinse/floor wash wastewater to the City ofMt. Shasta (City) wastewater treatment system. The City has determined that it cannot accept long term discharge of bottle rinse/floor wash wastewater because of concerns with the collection system and treatment plant capacity. The Discharger has stated that over the next 5 years the operations could be expanded by one additional bottling line. The proposed third line is estimated to have an average discharge of20,000 gpd with a maximum peak discharge of

• WASTE DISCHARGE REQUIREMENTS ORDER NO. 5-01-233 DAN ONE WATERS OF NORTH Nv1ERICA DANNON NATURAL SPRING WATER BOTTLING FACILITY SISKIYOU COUNTY

• -2-

36,000 gpd. The expansion would result in a total average flow of 60,000 gpd and a total maximum flow of 108,000 gpd for the three lines. The Report of Waste Discharge describes the discharge as follows:

Constituent Specific Conductance Total Dissolved Solids pH COD Acetone Arsenic, Total 2-Butanone Zinc, Total

Bottle Rinse Water 95 J.!mhos/cm

100 mg/1 7.2

1.2 J..lg/1

Floor Water 113 J.!mhos/cm

140 mg/1 6.9

64 mg/1 109 J.lg/l

11 J..lg/1 29 J..lg/1

Analyses of the bottle rinse water and floor water for priority pollutant metals and organics indicated no other constituents were detected.

4. The proposed leachfield is located immediately to the south of the existing bottling facility as shown on Attachment B, a part of this order. , The leachfield will initially consist of 1,683 lineal feet (9 lengths of 187ft) of 4-inch diameter perforated polyethylene leachline about 16 inches below ground surface. The initialleachfield area is approximately 0.55 acres and will be designed to handle the maximum 72,000 gpd discharge. The Discharger has made provision in the leachfield design to accommodate the additional 36,000 gpd maximum discharge for a total maximum flow of 108,000 gpd. Ifthe third bottling line were installed, the leachfield would expand to 14 lengths ofleachline (2,520 lineal feet) and comprise approximately 0.83 acres. Flow to the leachfield would be by gravity and will be measured by a turbine type flow meter immediately upstream from the leachfield. From October through March, discharge to the leachfield will average 50 % below capacity. The system will have the capacity for one portion of the leachfie1d to be shut off for a "rest period". The flow to each system area can be changed at the splitter box located at the head of the system. Specific leach line flow can be controlled at each distribution box.

5. Soils in the leachfield area consist of compact loams over extremely cobbly moderately hard sandy loam to loamy sand. The percentage of cobbles, stones and boulders increases with depth. No restrictive layers have been encountered. Percolation rates in the area of the leachfield range from 6-14 minutes per inch. The level of groundwater in the vicinity of the leachfield is approximately 40ft below ground surface (bgs).

6. Four piezometers (shallow groundwater monitoring wells) will be installed within the leachfield to monitor groundwater levels resulting from leachfield operations. The Discharger is proposing to install two down gradient monitoring \veils, screened at a depth to monitor the quality of the groundwater resulting from leachfield operations. An existing

• WASTE DISCHARGE REQUIREMENTS ORDER NO. 5-01-233 DANONE WATERS OF NORTH AMERICA DANNON NATURAL SPRING \VATER BOTTLING FACILITY SISKIYOU COUNTY

• well located up gradient from the leachfield will be used to monitor background water quality. The locations of the monitoring wells designated MW-1, MW-2, and MW-3 are shown on Attachment B.

-3-

7. Cleaning operations are performed on the bottle filling water lines within the facility using clean-in-place (CIP) procedures. The CIP process consists of a 300-gallon tank to which a cleaning powder called "oxonia" is mixed into solution. The resulting solution is 1-percent peroxide and 1.5-percent peracetic acid. The cleaning solution is circulated separately through the water pipelines, filler unit, and storage tanks. The CIP is used approximately once per week with an estimated di§charge from the cleaning operations of approximately 2,000 gallons per week. The CIP wastewater is currently discharged to the City's sanitary sewer and will continue to be discharged to the City's sanitary sewer. The City required installation of a flow meter to measure the volume discharged to the sewer system. The Discharger submitted the following analyses for the CIP wastewater:

Constituent Specific Conductance Total Dissolved Solids pH COD Arsenic, Total Benzoic Acid Methyl Chloride

CIP Wastewater 115 Jlrnhos/ em

140 mg/1 4.1

750 mg/1 1.3 Jlg/l 62 )lg/1 4.5J.1g/l

8. When the pipeline from the production well to the facility was first brought online it was filled with chlorinated water to disinfect the pipeline. The concentration of residual chlorine was approximately 50 milligrams per liter (mg/L). The total quantity of water held in the pipeline is approximately 25,000 gallons. The Discharger disposed of this water to the City's sanitary sewer after adding sodium sulfite to neutralize the chlorine. The Discharger indicates that treatment of the pipeline with chlorine should not be necessary in the future. However, should this cleaning procedure be needed again the wastewater would be discharged to the City's sanitary sewer.

9. Hazardous materials stored onsite are limited to small quantities of paint, thinners, gearbox oil, synthetic condenser oil, and solid lubricants. All such materials are stored and handled within the maintenance shop within a designated storage area. The shop has no floor drains and all minor spills would be cleaned up using dry cleaning methods.

10. Domestic wastewater from the facility is currently discharged to the City's sanitary sewer and will continue to discharge to the City's collection and treatment system. Domestic wastewater will not discharge to the proposed leachfield.

• WASTE DISCHARGE REQUIREMENTS ORDER NO. 5-01-233 DAN ONE WATERS OF NORTH AMERICA DANNON NATURAL SPRING WATER BOTTLING FACILITY SISKIYOU COUN'TY

• -4-

11. The average annual rainfall is 36 inches; evaporation is approximately 50 inches per year.

12. The United States Environmental Protection Agency (USEPA), on 16 November 1990, promulgated storm water regulations (40 CFR Parts 122, 123, and 124) which require specific categories of industries which discharge storm water to obtain NPDES permits and to implement Best Available Technology Economically Achievable (BAT) and Best Conventional Pollutant Control Technology (BCT) to reduce or eliminate industrial storm water pollution. The regulations provide that discharges of storm water to surface waters from construction projects and specific categories of industrial facilities are prohibited unless the discharge is in complianc;e with an NPDES Permit.

13. The State \Vater Resources Control Board (SWRCB) adopted Order No. 97-03-DWQ (General Permit No. CAS000001), on 17 April1997, specifying waste discharge requirements for discharge of storm water associated with industrial activities, excluding construction activities, and requiring submittal of a Notice of Intent (NO I) by industries covered under the permit. The Discharger submitted a NOI dated 23 February 2001 and has obtained coverage under General Permit No. CAS000001, (ID# 5R47S016440). Storm water flows are collected and held in two retention basins as shown on Attachment B. The larger retention basin drains through a 5-inch pipe to the City's storm drain system, which drains into North Fork Cold Creek.

14. The SWRCB adopted Order No. 98-08-DWQ (General Permit No. CAS000002), on 19 August 1999, specifying waste discharge requirements for discharge of storm water associated with construction projects and requiring submittal of a NOI to obtain coverage under the permit for construction activity that disturbs five acres or more. The Discharger submitted a NOI dated 4 April2000 and obtained coverage under General Permit No. CAS000002 for construction of the water bottling facility (ID# 5R47S313145). This permit is still active and the Discharger will be required to update the Storm Water Pollution Prevention Plan (SWPPP) to include best management practices (BMP) for construction of the leachfield.

15. The beneficial uses of the underlying groundwater are agricultural, domestic and industrial supply.

16. The Board adopted a Water Quality Control Plan, Fourth Edition, for the Sacramento River Basin and the San Joaquin River Basin, (hereafter Basin Plan) which designates beneficial uses, establishes water quality objectives, and describes an implementation program and policies to achieve those objectives for all waters of the Basin. The Basin Plan includes plans and policies adopted by the SWRCB and incorporated by reference, such as Resolution 68-16 Statement of Policy with respect to Maintaining High Quality Of Waters in California (Antidegradation Policy). These requirements implement the Basin Plan.

• WASTE DISCHARGE REQUIREMENTS ORDER NO. 5-01-233 DA;.~ONE WATERS OF NORTH AMERICA DANNON NATURAL SPRING WATER BOTTLING FACILITY SISKIYOU COUNTY

• 17. The discharge of bottle rinse and floor wash at this facility is consistent with the

antidegradation provisions of State Water Resources Control Board Resolution No. 68-16. The project as proposed will not result in degradation of groundwater

-5-

quality. The bottle rinse water/floor wash discharge contains negligible concentrations of contaminants. Further, these waste discharge requirements do not allow degradation of groundwater beneath the leachfield. Groundwater monitoring is proposed to ensure that the discharge of waste does not cause groundwater to contain waste constituents in concentrations statistically greater than background water quality.

18. On 7 September 2001 the Board, acting as lead agency, adopted a Mitigated Negative Declaration and Mitigation Monitoring and Reporting Program for the Discharger's existing water bottling facility, and the proposed increase from two to three bottling lines, in accordance with the California Environmental Quality Act, (Pub. Resources Code, section 21000 et seq.) (CEQA). The Board determined that the project, particularly the discharge of bottle rinse/floor wash to the leachfield, would not have a significant effect on the environment. The Board determined that the potentially significant short-term water quality impact from construction of the leachfield would be mitigated by compliance with the general construction stormwater permit (General Order 99-08-DWQ) so long as the Discharger submits an updated stormwater pollution prevention plan (SWPPP) that includes best management practices for construction of the leachfield.

19. The Basin Plan encourages reclamation and requires that each Report of Waste Discharge for land disposal operation justify why reclamation is not practiced or proposed. The bottle wash generated at the facility is surplus to any requirements for irrigation and is serving as a source of recharge to the Big Springs Creek aquifer. If in the future additional irrigation water were required the Discharger would consider the use of bottle wash for this purpose.

20. This discharge is exempt from the requirements of Consolidated Regulations for Treatment Storage, Processing, or Disposal of Solid Waste, as set forth in Title 27, CCR, Division 2, Subdivision 1, Section 20005, et seq., (hereafter Title 27). The exemption, pursuant to Section 20090(b ), is based on the following:

a. The Board is issuing waste discharge requirements,

b. The Discharge complies with the Basin Plan,

c. The wastewater does not need to be managed according to 22 CCR, Division 4.5, Chapter 11, as a hazardous waste.

21. The Board has considered the information in the attached Information Sheet in developing the Findings of this Order. The attached Information Sheet is part of this Order.

• WASTE DISCHARGE REQUIREMENTS ORDER NO. 5-01-233 DANONE WATERS OF NORTH AMERICA DANNON NATURAL SPRING WATER BOTTLING FACILITY SISKIYOU COUNTY

• 22. The Board has notified the Discharger and interested agencies and persons of its intent to

prescribe waste discharge requirements for this discharge and has provided them with an opportunity for a public hearing and an opportunity to submit their written views and recommendations.

23. The Board, in a public meeting, heard and considered all comments pertaining to the discharge.

-6-

IT IS HEREBY ORDERED that Danone Waters ofNorth America, it's agents, successors, and assigns, in order to meet the provisions c_ontained in Division 7 of the California Water Code and regulations adopted thereunder, shall comply with the following:

A. Discharge Prohibitions:

1. The discharge of bottle rinse water, floor wash water, CIP wastewater, pipeline disinfection water, and domestic wastewater to surface waters or surface water drainage courses is prohibited.

2. The discharge of CIP wastewater, pipeline disinfection water, and domestic wastewater to the on-site leachfield is prohibited.

3. The discharge of hazardous or toxic substances including solvents, oil, grease, or other petroleum products, is prohibited.

4. Discharge ofwaste classified as 'hazardous,' as defined in Section 252l(a) ofTitle 23, CCR, Section 2510, et seq., (hereafter Chapter 15), or 'designated,' as defined in Section 13173 of the California Water Code, is prohibited.

B. Discharge Specifications:

1. Neither the treatment nor the discharge shall cause a nuisance or condition of pollution as defined by the California Water Code, Section 13050.

2. The discharge shall not cause degradation of any water supply.

3. The discharge shall remain within the designated disposal area at all times.

4. The discharge shall remain underground at all times.

5. The daily maximum flow to the leachfield from the two existing bottling lines shall not exceed 72,000 gpd.

• WASTE DISCHARGE REQUIREMENTS ORDER NO. 5-01-233 DANONE WATERS OF NORTH AMERICA DANNON NATURAL SPRING WATER BOTTLING FACILITY SISKIYOU COUNTY

• 6. The daily maximum flow to the leachfield after expansion for a third bottling line

shall not exceed 108,000 gpd.

7. The treatment facilities shall be designed, constructed, operated, and maintained to prevent inundation or washout due to floods with a 1 00-year return frequency.

C. Sludge Disposal:

-7-

Collected screenings, sludges, and other solids removed from liquid wastes shall be disposed of in a manner that is consistent with Title 27 and approved by the Executive Officer.

D. Groundwater Quality Limitations:

The discharge, in combination with other sources, shall not cause groundwater underlying the wastewater disposal area to contain waste constituents statistically greater than background water quality.

E. Provisions:

1. The Discharger shall comply with Monitoring and Reporting Program No. 5-01-233, which is a part of this Order, and any revisions thereto as ordered by the Executive Officer.

2. The Discharger shall comply with all the items of the "Standard Provisions and Reporting Requirements for Waste Discharge Requirements," dated 1 March 1991, which are a part of this Order. This attachment and its individual paragraphs are referred to as "Standard Provision(s)."

3. The Discharger shall install and survey the two monitoring wells and install the four Piezometers referenced in the consultant's report prior to the discharge of bottle rinse and floor wash to the leachfield. (Surveying of the Piezometers is not required.) The design and specifications of the monitoring wells and Piezometers shall be submitted to the Regional Board for review prior to installation.

4. The Discharger shall submit plans and specifications to both the Board and the California Department of Fish and Game for the installation of a stream gauge in Big Springs Creek by 15 October 2001. The installation of the stream gauge shall be completed upon obtaining the necessary permits from any Local, State, or Federal Governmental Agency.

5. The Discharger must comply with all conditions of this Order, including timely submittal of technical and monitoring reports as directed by the Executive Officer.

• • WASTE DISCHARGE REQUIREME~'TS ORDER NO. 5-01-233 DANONE WATERS OF NORTH AMERICA

-8-

DANNON NATUR.A..L SPRING WATER BOTTLING FACILITY SISKIYOU CO~T\'

Violations may result in enforcement action, including Regional Board or court orders requiring corrective action or imposing civil monetary liability, or in revision or rescission of this Order.

6. The Discharger shall report promptly to the Board any material change or proposed change in the character, location, or volume of the discharge.

7. In the event of any change in control or ownership of land or waste discharge facilities described herein, the Discharger shall notify the succeeding owner or operator of the existence ofthjs Order by letter, a copy of which shall be immediately forwarded to this office.

To assume operation under this Order, the succeeding owner or operator must apply in writing to the Executive Officer requesting transfer of the Order. The request must contain the requesting entity's full legal name, the state of incorporation if a corporation, the name and address and telephone number of the persons responsible for contact with the Board, and a statement. The statement shall comply with the signatory paragraph of Standard Provision B.3 and state that the proposed owner or operator assumes full responsibility for compliance with this Order. Failure to submit the request shall be considered a discharge without requirements, a violation of the California Water Code. Transfer shall be approved or disapproved by the Executive Officer.

8. A copy of this Order and its attachments shall be maintained at the bottling facility for reference by key operating personnel. Key operating personnel shall be familiar with its contents.

9. The Board will review this Order periodically and will revise requirements when necessary.

I, GARY M. CARLTON, Executive Officer, do hereby certify the foregoing is a full, true, and correct copy of an Order adopted by the California Regional Water Quality Control Board, Central Valley Region, on 7 September 2001.

JFR:DCW

• • CALIFORNIA REGIONAL WATER QUALITY CONTROL BOARD


MONITORING AND REPORTING PROGRA.l\1 NO. 5-01-233 FOR

DANONE WATERS OF NORTH AMERICA DANNON NATURAL SPRING WATER BOTTLING FACILITY

SISKIYOU COUNTY

EFFLUENT MONITORING

The discharge of bottle rinse/floor wash wastewater to the leachfield shall be monitored as follows:


Flow gallons per day Flow meter Daily

Specific Conductance !lmhoslcm Grab Weeklyl

Total Dissolved Solids mg/1 Grab \Veeklyl

pH units Grab Weeklyl

Chemical Oxygen Demand (COD) mg/1 Grab Weeklyl

Total Coliform Organisms MPN/100 ml Grab Weeklyl

PrioritY Pollutants-Metals J.lg/1 Grab Annually

Priority Pollutants-Organics jlg/1 Grab Annually l The sampling frequency may be reduced to monthly after one year of sampling upon approval of the

Executive Officer.

GROUND WATER MONITORING

Piezometers

Each of the Piezometers within the leachfield shall be monitored for depth to groundwater from the surface as follows:

Parameter


Units

feet

Type of measurement

Visual

Measurement Frequency

Weekly

• WASTE DISCHARGE REQUIREMENTS ORDER NO. 5-01-233 DANONE WATERS OF NORTH AMERICA NATURAL SPRING WATER BOTTLING FACILITY SISKIYOU COUNTY

Monitoring Wells (MW-1, M\V-2, MW-3)

•

Prior to sampling or purging, equilibrated groundwater elevations shall be measured to the nearest 0.01 foot. The wells shall be purged at least three well volumes until pH and electrical conductivity have stabilized. Sample collection shall follow standard analytical method protocols. Groundwater monitoring shall include, at a minimum, the following:



Specific Conductance Jlmhos/cm Grab Quarterly




Total Coliform Organisms MPN/100 ml Grab Quarterly

Priority Pollutants-Metals Jlg/1 Grab Annually

Priority Pollutants-Organics Jlgll Grab Annually


-2-

The leachfield shall be visually monitored on a weekly basis. Leachfield monitoring will consist of visual inspection of the leachfield and nearby area for the presence of wet areas or groundwater seepage. Leachfield monitoring results shall be included with all monthly monitoring reports.

STREA.l'VI GAUGE MONITORING

The Discharger shall install a stream gauge on Big Springs Creek and report gauge readings at least weekly. The stream data shall be submitted with the monthly monitoring report.

• \VASTE DISCHARGE REQUIRE~IENTS ORDER NO. 5-01-233 DANONE \VATERS OF NORTH .>\,\,!ERICA NATURAL SPRING \VATER BOTTLING FACILITY SISKIYOU COU]'.;'TY

REPORTING

• -3-

Monitoring results shall be submitted to the Regional Board by the 1st day of the second month following sample collection, (i.e., the January Report is due by 1 March). Quarterly and annual monitoring results shall be submitted by the 1st day of the second month following each calendar quarter and year, respectively.

In reporting the monitoring data, the Discharger shall arrange the data in tabular form so that the date, the constituents, and the concentrations are readily discernible. The data shall be summarized in such a manner to illustrat~ clearly whether the discharge complies with waste discharge requirements

If the Discharger monitors any pollutant at the locations designated herein more frequently than is required by this Order, the results of such monitoring shall be included in the calculation and reponing of the values required in the discharge monitoring report form. Such increased frequency shall be indicated on the discharge monitoring report form.

The Discharger may also be requested to submit an annual report to the Board with both tabular and graphical summaries of the monitoring data obtained during the previous year. Any such request shall be made in writing. The report shall discuss the compliance record. If violations have occurred, the report shall also discuss the corrective actions taken and planned to bring the discharge into full compliance with the waste discharge requirements.

The Discharger shall have available for Board inspection data that includes the monthly volume pumped from DEX-6 and the monthly volume delivered to the bottling facility from Mossbrae Springs.

All reports submitted in response to this Order shall comply with the signatory requirements of Standard Provisions D.6.


JFR:DCW

• •

DANOI"'"E WATERS OF NORTH AJ\.tiERICA

lVIT. SIL..\.STA BOTTLING PLANT SISKIYOU COUNTY

Section 9, T40N, R4W, 1\-IDB&M Mt. Shasta City USGS 7.5' Quad

Scale: 1 inch = 2,000 feet (approximately)

-· -····---------~

~-' '

I '

jN

.JA_

Stormwoter Pond

• • Attachment B

-- .. -- .. -- .. ____ _.. 310 Vlu.ACE DRIVE

OFFICE & WAREHOUSE

GRASSED AREA

5 MW-1

PROPOSED LEACH F\ELD SITE

---------

:::--· --

DANONE WATERS OF NORTH AMERICA

MT. SHASTA BOTTLING PLAi'JT SISKIYOU COUNTY

SITE DIAGRAM

Scale: 1 ":::: 230 ft

-

• INFORMATION SHEET

ORDER NO. 5-01-233 DANONE WATERS OF NORTH AMERICA DANNON NATURAL SPRING WATER BOTTLING FACILITY SISKIYOU COUNTY

GENERAL INFORMATION

•

Danone Waters of North America owns and operates the Dannon Natural Spring Water Bottling Facility, (Assessors Parcel No. 037-140-010), immediately to the north of the City ofMt. Shasta (City) in Siskiyou County in Section 9, T40 N, R4W, MDB&M. The Discharger has requested waste discharge requirements to discharge up to 72,000 gallons per day (gpd) of bottle rinse water from an existing water bottling faci1ity, and an additional 36,000 gpd from a proposed expansion, to a proposed subsurface leachfield. Discharges of bottle rinse water to the proposed leach field require issuance of Waste Discharge Requirements (WDRs) from the Board and compliance with the California Environmental Quality Act (CEQA). Since no previous CEQA document was completed for the facility, the Board is acting as the Lead Agency under CEQA.

Site Description

The Dannon site encompasses approximately 250 acres and is located in Siskiyou County, at an approximate elevation of 3,660 feet above mean sea level. The site comprises 20 parcels, four of which have been partially developed as part of the bottling facility construction. The actual water bottling site encompasses approximately 18 acres located on the south side of Ski Village Drive where approximately 10 acres are occupied by the actual facility, roads and driveways, and parking areas. P&M Cedar Products formerly owned the facility site and operated a lumber mill from approximately 1958 to 1990. Much ofthe existing site was used for mill operations including paved areas, roads, and cleared areas.

Existing Facility and Current Operations

The existing water bottling operation consists of a natural spring water bottling facility and associated support facilities (parking lots, water tanks, etc.). The water bottling facility's source of spring water is a single production well, located on the northern portion of the Dischargers property that draws water from the Big Springs aquifer. Depth to water within the Big Springs aquifer ranges from 46 to 240 feet below ground surface (bgs). The water bottling facility also bottles water originating from Mossbrae Spring in Dunsmuir. Water from Mossbrae Spring is trucked to the bottling facility for bottling using 6,200-gallon potable water truck trailers dedicated to hauling spring water. The Discharger receives approximately 24 truck deliveries per week from the Mossbrae location, totaling approximately 148,800 gallons of water per week.

The Discharger presently operates two bottling lines and current water bottling production at the facility requires a groundwater pumping rate of approximately 60 gallons per minute (gpm) per bottling line, with a periodic maximum rate of 150 gpm per bottling line during the spring and summer months. Groundwater withdrawals of up to 150 gpm are episodic in nature and

-------- -----------

• INFORMATION SHEET ORDER NO. 5-01-233 DANONE WATERS OF NORTH AMERICA DAN'NON NATURAL SPRING WATER BOTTLING FACILITY SISKIYOU COUNTY

• -2-

individually occur for no more than a constant 8-hour period. Because the bottling lines do not operate on a continuous basis, the average annual pumping rate is slightly less than 120 gpm over the entire year for the existing facility (two bottling lines). The projected annual average draw per bottling line is approximately 20.5 million gallons (62.9 acre-feet) for the current facility. The Discharger has stated that over the next 5 years the operations could be expanded by one additional bottling line. If the additional bottling line were added the average pumping rate would be about 180 gpm with a maximum rate of 450 gpm.

WASTEWATER SOURCES AND CHARACTERISTICS

Water Bottling

Water bottling operations consist of water processing, blow molding of plastic bottles, washing bottles, and filling bottles with processed water. Water processing includes proprietary microfiltration, ozonation, and ultraviolet treatment. Approximately 12 percent of individual bottle volume of ozonated water is flushed through the bottle to wash the bottles clean of any residue left from the blow molding process. A very small volume of spillage and floor wash is also mixed with the bottle rinse wastewater. The Report of Waste Discharge describes the discharge as follows:

Constituent Specific Conductance Total Dissolved Solids PH COD Acetone Arsenic, Total 2-Butanone Zinc, Total

Production Well 93 11rnhos/cm

130 mg/1 7.2

1.2 !lg/1

Bottle Rinse Water 95 11mhos/cm

100 mg/1 7.2

Floor Water 113 11mhos/cm

140 mg/1 6.9

64 mg/1 109 !lg/1

Analyses of the production well water, bottle rinse water and floor water for priority pollutant metals and organics indicated no other constituents were detected.

Equipment Cleaning

Cleaning operations are performed on the bottle filling water lines within the facility using cleanin-place (CIP) procedures. The CIP procedure consists of a 300-gallon tank to which the cleaning chemicals are added. The CIP process involves introducing a cleaning solution called "oxonia" into the system. Oxonia is a powder that is mixed into solution so that resultant concentrations are 1-percent peroxide and 1.5-percent peracetic acid. The cleaning solution is circulated separately through the water pipelines, filler unit, and storage tanks. The CIP method is used approximately once per week as a precautionary measure against contamination.

• INFORMATION SHEET ORDER NO. 5-01-233 DANONE WATERS OF NORTH AMERICA DANNON NA TURA..L SPRINGWATER BOTTLING FACILITY SISKIYOU COUNTY

• -3-

Estimated discharge from the cleaning operations is approximately 2,000 gallons per week of CIP acid wash water. The Discharger submitted the following analyses for the CIP w;;tstewater:

Constituent Specific Conductance Total Dissolved Solids PH COD Arsenic, Total Benzoic Acid Methyl Chloride

CIP Wastewater 115 11rnhos/cm

140 mg/1 4.1

750 mg/1 1.3 ll.g/1 62 !lg/1 4.5!lg/l

When the pipeline from the production well to the facility was first brought online it was filled with chlorinated water to disinfect the pipeline. The concentration of residual chlorine was approximately 50 milligrams per liter (mg/L). The total quantity of water held in the pipeline is approximately 25,000 gallons. The Discharger disposed of this water to the City's sanitary sewer after adding sodium sulfite to neutralize the chlorine. The Discharger indicates that treatment of the pipeline with chlorine should not be necessary in the future. However, should this cleaning procedure be needed again the same disposal method is proposed.

Domestic Wastewater and Other Potential Sources

Approximately 600 gpd of domestic wastewater from the facility is currently discharged to the City's sanitary sewer. Hazardous materials stored onsite are limited to small quantities of paint, thinners, gearbox oil, synthetic condenser oil, and solid lubricants. All such materials are stored and handled within the maintenance shop within a designated storage area. The shop has no floor drains and all minor spills would be cleaned up using dry cleaning methods.

WASTEWATER DISPOSAL

The Discharger is currently discharging the bottle rinse/floor wash wastewater, equipment cleaning wastewater, and domestic wastewater to the City's sanitary sewer system. The City has determined that it cannot accept long term discharge of the high volume bottle rinse/floor wash wastewater because of concerns with the collection system and treatment plant capacity. The Discharger is proposing to discharge the bottle rinse/ floor wash wastewater to proposed on-site leachfield. The domestic wastewater and CIP acid wash wastewater will continue to be discharged to the City's sanitary sewer.

• INFORMATION SHEET ORDER NO. 5-01-233 DANONE WATERS OF NORTH AMERICA DANNON NATURAL SPRING WATER BOTTLING FACILITY SISKIYOU COUNTY

Bottle Rinse/Floor Wash Water

• -4-

With the current operation of two bottling lines, and the proposed third bottling line, the volume of bottle rinse/floor wash water used to design the proposed leachfield is shown in the following table:

Dannon Monthly Leach Field Flows-Bottling Rinse and Floor Wash Flow

Gallons/Month Gallons/Month (2 Lines) (3 lines)

Month Days/Week Hours/Day Hours/Week Hours/Month +Spills +Spills

Jan 5 16 80 320 960,000 1,440,000

Feb 5 16 80 320 960,000 1,440,000

Mar 5 16 80 320 960,000 1,440,000

Apr 5 24 120 480 1,440,000 2,160,000

May 6 24 144 576 1,728,000 2,592,000

Jun 7 24 168 672 2,016,000 3,024,000

Jul 7 24 168 672 2,016,000 3,024,000

Aug 6 24 144 576 1,728,000 2,592,000

Sep 5 24 120 480 1,440,000 2,160,000

Oct 5 16 80 320 960,000 1,440,000

Nov 5 16 80 320 960',000 1,440,000

Dec 5 16 80 320 960,000 1 ,440,000

Total 5,376 16,128,000 24,192,000

Leachfield

The proposed leachfield is located immediately to the south of the existing bottling facility as shown on Attachment B. The leachfield will initially consist of 1,683 lineal feet (9 lengths of 187 ft) of 4-inch diameter perforated polyethylene leachline about 16 inches below ground surface. The initialleachfield area is approximately 0.55 acres and will be designed to handle a maximum 72,000 gpd discharge. The Discharger has made provision in the leachfield design to accommodate the additional 36,000 gpd maximum discharge for a total maximum design flow of 108,000 gpd. If the third bottling line were installed, the leachfield would expand to 14 lengths of leachline (2,520 lineal feet) and comprise approximately 0.83 acres. Flow to the leachfield would be by gravity and will be measured by a turbine type flow meter immediately upstream from the leachfield. From October through March, discharge to the leachfield will average 50 % below capacity. The system will have the capacity for one portion of the leachfield to be shut off

• INFORMATION SHEET ORDER NO. 5-01-233 DAN ONE WATERS OF NORTH AMERICA DANNON NA TURA.L SPRING WATER BOTTLING FACILITY SISKIYOU COVP<'TY

• -5-

for a "rest period". The flow to each system area can be changed at the splitter box located at the head of the system. Specific leach line flow can be controlled at each distribution box.

Soils in the leachfield area consist of compact learns over extremely cobbly moderately hard sandy loam to loamy sand. The percentage of cobbles, stones and boulders increases with depth. No restrictive layers have been encountered. Percolation rates in the area of the leachfield range from 6-14 minutes per inch. The level of groundwater in the vicinity of the leachfield is approximately 40 ft bgs.

DISCHARGE PROHIBITIONS AND SPECIFICATIONS

The waste discharge requirements prohibit the discharge of bottle rinse water, floor wash water, CIP wastewater, and domestic wastewater to surface waters or surface water drainage courses. The discharge of hazardous or toxic substances including solvents, oil, grease, or other petroleum products, is prohibited. Discharges to the leachfield other than bottle rinse water and floor wash water are prohibited. The requirements limit the daily maximum flow to the leachfield from the two existing bottling lines to 72,000 gpd and limit the daily maximum flow to the leachfield after expansion for a third bottling line to 108,000 gpd.

ANTIDEGRADATION AND CEQA CONSIDERATIONS

The discharge of bottle rinse and floor wash at this facility is consistent with the anti degradation provisions of State Water Resources Control Board Resolution No. 68-16. The project as proposed will not result in degradation of ground water quality. The bottle rinse water/floor wash discharge contains negligible concentrations of contaminants. Further, these waste discharge requirements do not allow degradation of groundwater beneath the leachfield. Groundwater monitoring is proposed to ensure that the discharge of waste does not cause groundwater to contain waste constituents in concentrations statistically greater than background water quality.

The Board, acting as lead agency, adopted a Mitigated Negative Declaration and Mitigation Monitoring and Reporting Program for the Dischargers existing water bottling facility, and the proposed increase from two to three bottling lines, in accordance with the California Environmental Quality Act, Pub. Resources Code section 21000, et seq.). The Board determined that the project, in particular the discharge of bottle rinse/floor wash to the leachfield, would not have a significant effect on the environment. The Board determined there would be a potential short-term construction impact for the leachfield. The Board determined that the Discharger has submitted a NOI to comply with General Order 99-08-DWQ, and updating the SWPPP to include BMP for construction of the leachfield would reduce construction impacts too less than a significant level.

• INFOR[vfATION SHEET ORDER NO. 5-01-233 DANONE WATERS OF NORTH A.\JERICA DANNON NATURAL SPRING \VATER BOTTLING FACILITY SISKIYOU COUNTY

"MONITORING PROGRAl\'1

Effluent

• -6-

The requirements include monitoring for daily flow to the leachfield and monitoring for constituents identified in the Report of Waste Discharge for the effluent. The required weekly frequency for specific conductance, total dissolved solids, pH, COD, and total coliform organisms may be reduced to monthly upon approval of the Executive Officer after one year of monitoring data is submitted. Annual monitoring for priority pollutant metals and organics is required.

Groundwater

Four piezometers (shallow groundwater monitoring wells) will be installed within the leachfield to monitor groundwater levels resulting from leachfield operations. The Discharger is proposing to install two down gradient monitoring wells, screened at a depth to monitor the quality of the groundwater resulting from leachfield operations. An existing well located up gradient from the leachfield will be used to monitor background water quality. The locations of the monitoring wells designated M\V-1, MW-2, and MW-3 are shown on Attachment B. The requirements prescribe quarterly monitoring for groundwater elevation and the constituents identified in the effluent monitoring program.

STORJ.'VIWATER CONSIDERATIONS

· Stormwater flows are collected and held in two retention basins capable ofwithstanding a 1 00-year, 30-minute rainfall event. The retention basins hold water flowing across the impervious portion of the site to contain flows onsite. The basin then drains via a 5-inch pipe, located at the southernmost end of the basin, along a ditch and discharge into the City drainage system, eventually discharging into North Fork Cold Creek. Minimal quantities of fuel, oil, and lubricants associated with truck and passenger vehicle use that could be mobilized by storm flows are contained by a central sand trap prior to water entering the detention basin. The Discharger submitted a NOI dated 23 February 2001 and has obtained coverage under General Industrial Storm Water Permit No. CASOOOOOl. The General Permit requires development and implementation of a SWPPP and a monitoring program to sample stormwater locations. Monitoring would be required of the discharge of storm water from the 5-inch pipe and would include at a minimum total suspended solids, pH, specific conductance, and oil and grease.

7 September 2001

November 12, 2009

California RWQCB Central Valley Region Attention: Kevin Kratzke Water Quality Resource Engineer 415 Knollcrest Drive, Suite 100 Redding, CA 96002

Subject CRWQCB Central Valley Region MRP Reports

Dear Mr. Kratzke

Ti,;ro F•>~:hba,;h

Please find enclosed effluent and groundwater monitoring data for June end through September 2009. Also included is the 3st quarter monitoring wells testing results from basic laboratory and MWH laboratory.

Best Regards

Melissa A. Bell

Quality Manager CCDA Waters, LLC Mt. Shasta, CA 96067 530-918-7142- office 530-249-4412 - cell [email protected]

210 Ski Village Dr,vo l'v1 n <J r·, t S h a 5 t a, Cl ! if or 1112' 8 () 0 57 'l c~ I 53 0- D ~I 5-7 1 /1 0 Fa~<. 53 0 -9 -1 8-9 4 J 3

Classified - Internal use

/C(. \'-L- .

Sample Month

Location Date Time

July Discharge 9-Jul-08 0908




August Discharge 5-Aug-08 0802




September Discharge 3-Sep-08 0717

September Discharge 12-Sep-08 1157

Effluent Monitoring wastewater from

Specific Conductan

Initials Lab ce (umhos/c

CCDA-· 106.2 run PHYSICALS

AND MICRO

MWH--COD CCDA--

107.7 run PHYSICALS AND MICRO

MWH--COD CCDA--


MWH--COD CCDA--

104.7 run PHYSICALS

CCDA--112.9 run PHYSICALS

AND MICRO

MWH--COD CCDA--

131.5 run PHYSICALS

AND MICRO

MWH--COD CCDA--

102.6 run PHYSICALS

AND MICRO

MWH--COD CCDA--


MWH--COD

nm/jd CCDA--

101.3 PHYSICALS

AND MICRO

MWH--COD CCDA--


Total Chemical Total Dissolved pH Oxygen Coliform/

Solids (units) Demand EColi (mg!L) (mg/L) (PIA)

50 7.88 ND p/a

51 7.77 8 p/a

47 7.4 ND pia

50 7.89 16 p/a

54 7.55 19 a

62 7.48 32 p/a e 49 7.85 6 p/a

71.31 7.86 9.4 p/a

67.95 7.41 ND p/a

64.15 7.41 ND p/a

MWH--COD

September Discharge 16-Sep-08 0834 nm/jd CCDA--103.5 69.31 7.89 10.5 p/a PHYSICALS

AND MICRO

MWH--COD

September Discharge 23-Sep-08 0805 CCDA--

108.7 73.09 7.98 13 p/a nm PHYSICALS AND MICRO

Ground Water Monitoring (Weekl:y Piezometer Readings)

Ueptll to Groundwater Visual

Month Location Date Time (feet) Insgection

May P-3 5/28/2009 9:32 9.81 wet/rain May P-4 5/28/2009 9:34 9.87 wet/rain

June P-1 6/2/2009 13:36 9.91 dry June P-2 6/2/2009 13:38 9.91 dry June P-3 6/2/2009 13:40 9.81 wet/rain June P-4 6/2/2009 13:42 9.87 wet/rain

June P-1 6114/2009 12:50 9.91 dry June P-2 6114/2009 12:48 9.9 dry June P-3 6114/2009 12:46 9.82 wet/rain June P-4 6114/2009 12:44 9.89 wet/rain

June P-1 6/22/2009 13:10 9.93 dry June P-2 6/22/2009 13:07 9.92 dry June P-3 6/22/2009 13:05 9.82 wet/rain June P-4 612212009 13:02 9.88 wet/rain

June P-1 6/28/2009 11:23 9.91 dry June P-2 6/28/2009 11:21 9.91 dry June P-3 6/28/2009 11:18 9.82 wet/rain June P-4 6/28/2009 11:15 9.88 wet/rain

July P-1 7/5/2009 11:19 9.92 dry July P-2 7/5/2009 11:17 9.9 diy July P-3 7/5/2009 11:14 9.82 wet/rain July P-4 7/5/2009 11:12 9.88 wet/rain

July P-1 7/12/2009 12:28 9.91 dry July P-2 7112/2009 12:26 9.91 dry July P-3 7/12/2009 12:24 9.835 wet/rain July P-4 7112/2009 12:22 9.89 wet/rain

July P-1 7119/2009 11:46 9.91 dry July P-2 7119/2009 11:43 9.91 dry July P-3 7/19/2009 11:40 9.86 wet/rain July P-4 7/19/2009 11:38 9.89 wet/rain

July P-1 7/29/2009 13:26 9.91 dry July P-2 7/29/2009 13:23 9.9 dry July P-3 7/29/2009 13:20 9.89 wet/rain July P-4 7/29/2009 13:17 9.91 wet/rain

Classified - lntemal use

Ground Water Monitoring (W eekl~ Piezometer Readings)

-rrepth to Groundwater Visual

Month Location Date Time (feet) lns12ection

Aug P-1 8/5/2009 10:25 9.91 dry Aug P-2 8/5/2009 10:27 9.9 dry Aug P-3 8/5/2009 10:29 9.89 dry Aug P-4 8/5/2009 10:31 9.89 wet

Aug P-1 8/13/2009 12:42 9.91 dry Aug P-2 8/13/2009 12:44 9.9 dry Aug P-3 8113/2009 12:46 9.9 dry Aug P-4 8/J3/2009 12:48 9.89 wet



Sep P-1 9/4/2009 12:09 9.91 dry Sep P-2 9/4/2009 12:11 9.91 dry Sep P-3 91412009 12:13 9.89 dry Sep P-4 9/4/2009 12:14 9.89 wet

Sep P-l 9/6/2009 13:29 9.92 dry Sep P-2 9/6/2009 13:26 9.92 dry Sep P-3 9/6/2009 13:24 9.89 dry Sep P-4 916/2009 13:21 9.89 wet

Sep P-1 9/17/2009 12:59 9.91 dry Sep P-2 9/17/2009 13:01 9.91 dry Sep P-3 9/17/2009 13:03 9.88 dry Sep P-4 9/17/2009 13:06 9.89 wet

Sep P-1 9/2512009 13:00 9.91 dry Sep P-2 9/25/2009 13:02 9.91 dry Sep P-3 9/25/2009 13:04 9.88 dry Sep P-4 9/25/2009 13:06 9.89 wet

Sep P-1 9/30/2009 9:32 9.91 dry Sep P-2 9130/2009 9:34 9.91 dry Sep P-3 9/30/2009 9:36 9.88 dry


Ground Water Monitoring (W eekl~ Piezometer Readings}

Depth to Groundwater Visual

Month Location Date Time (feet) Inspection

Sep P-4 9/30/2009 9:38 9.88 wet

Oct P-1 1017/2009 13:16 9.91 dty Oct P-2 1017/2009 13:18 9.91 dry Oct P-3 10/7/2009 13:20 9.88 dry Oct P-4 10/7/2009 13:22 9.88 wet

Oct P-1 10/14/2009 12:55 9.91 dry Oct P-2 10114/2009 12:57 9.91 dry Oct P-3 10/14/2009 12:59 9.89 dry Oct P-4 10/14/2009 13:02 9.83 wet

Oct P-1 10/20/2009 12:49 9.92 dry Oct P-2 10/20/2009 12:47 9.92 dry Oct P-3 10/20/2009 12:44 9.89 dry Oct P-4 10/20/2009 12:41 9.85 wet

Oct P-1 10/28/2009 13:02 9.92 dry Oct P-2 10/28/2009 13:04 9.92 dry Oct P-3 10/28/2009 13:06 9.89 dry Oct P-4 10/28/2009 13:09 9.85 wet

Nov P-1 11/4/2009 12:29 9.91 dry Nov P-2 11/4/2009 12:31 9.92 dry Nov P-3 11/4/2009 12:33 9.89 dry Nov P-4 11/4/2009 12:35 9.84 wet


•

..

Groundwater Monitoring Monitoring Wells (MW-1, MW-2, and MW-3)

L Quarterly Annually -':;,";'=~.=:":'.:"::-::-:---~:-'- ··- - ·---- -- -- -- ·r,·---lam""':"' -

Specific Total Chemical Total Priority Priority

Month Location Date Time Lab r Elevation Conductance Dissolved pH Oxygen Coliform EColi Pollutants- Pollutants-

I (feet) (umhos/cm) Solids (unils) Demand (MPN/100 (PIA) Metals Organics

(mg/LJ (mg/L) ml) (ug/L) (ug/L)

- -MAR MW-1 3/30/2009 7:42 Basic Lab 40.7 <2 <2 MAR MW-2 3/30/2009 7:57 Basic Lab 35.2 <2 <2 MAR MW-3 313012009 8:09 Basic Lab 42.9 <2 <2

MAR MW-1 3/30/2009 7:42 MWH 97 122 7 NO MAR MW-2 3/30/2009 7:57 MWH 115 132 7 NO MAR MW-3 3/30/2009 8:09 MWH 237 150 12 12

JUN MW-1 6/22/2009 7:11 Basic Lab 43.53 <2 <2 JUN MW-2 6/22/2009 7:29 Basic Lab 37.73 <2 <2 JUN MW-3 6/22/2009 7:49 Basic Lab 44.14 <2 <2

JUN MW-1 6/22/2009 7:11 MWH 127 117 7.2 NO JUN MW-2 6/2212009 7:29 MWH 113 113 7.3 NO JUN MW-3 612212009 7:49 MWH 296 156 7.4 15

SEP MW-1 912212009 7:52 Basic Lab 45.41 98.24 65.2 6.203 <2 <2 SEP MW-2 912212009 8:07 Basic Lab 39.6 100 66.71 6.266 <2 <2

SEP MW-3 912212009 8:29 Basic Lab 46.31 311.5 216.7 7.061 <2 <2

SEP MW-1 9/2212009 7:52 MWH 97 110 6.9 ND SEP MW-2 9/22/2009 8:07 MWH 100 100 6.7 ND SEP MW-3 9/22/2009 8:29 MWH 280 170 11 11

MW-1

MW-2 MW-3

Classified- Internal use

Date

I

2

3 4

5 6 7 8 9 10 11

12

13 14 15 16 17 18 19 20

21 22 23 24 I 25 i

26 27 28 29 30

f I 31

Total Gal Ave/Day

Discharge Water from Bottle/Rinse 2009

July Discharge August Discharge September

Gallons Gallons

1~7(1'00 5400 2073 700 0 2331\700 I E7;2 100 10100 207."1700 24400 2346600

i 5-;92200 7700 2091<100 24700 2358000 ! :~th)<)()i) 11100 2122801) 15900 2364000

10 I 1 000 5900 2131\700 3100 ~1 3 741<00 ]916900 0 '14Ixoo 8800 2.31-15900 I 9 I (i()()() 9000 2150600 10900 2401\0()Il

i()l)')()() 6400 2161500 6900 2408000

19J2JOO 4500 216iWiO 7800 24!3000 I Ci)MIIJO 4300 2176200 10300 24 2(]500

1941100 0 211\6500 2100 2439200

]94!100 16200 2181\(l()(J 4900 2444400 1957.10() 7900 2193500 3800 2454000 196)200 3100 2197 3(!0 9600 2·+56000 l%~\',0() 2800 2:2069()0 6500 2462300

!9 7 l t (){J 6200 2213400 20100 24ono:)

19 !731)0 19000 2233500 11900 ::464:200

i lJ%300 5900 :2:245400 3000 246470() :2(li i2:200 10700 224840(1 5100 24649()(j

2012001); 18500 2253500 16900 2465400

20.1!400 2600 :2:270400 10300 2467200

:'(J 14000 2300 ')/8()700 8700 24712()0 H) 8700 2289400 5200 :2471700

'( '·15000 -2045000 2294h0(l 7600 248020\1

i 0 230220(!· 4500 2046900 230(,700' 6200

204\1900 8200 231.?900! 10000 2055il)() 1500 2322900 9100 249420()

~'056:J00 2300 2332000 2600 ~) 50800\J

2 () ') i\900 i 9200 2.B41,()(), 3600 25l02UO .1 0118 1 no · -20681001 2331\'JOO! -2338200

! -1876700 ~ -2073700 I t -60538.71 -66893.548:


Discharge Gallons

7900 11400

6000 10800 11100 22100

0 5000

13500 1270.0 5200

9600 2000 6300

0 1900

0 700 500

1800 4000

500 8500

-2480200 0 0

2494200 14700

1300 -2510200

0

~ -23387001 :: -75441.935.

-([)

f ~C(~f~;?)

\·VIJo/\N.basicbi).C:Jm

basic lailoratory

2218 Railroad Avenue Redding, California 96001

October 06, 2009

lab ID: 9090865

MELISSA BELL C CD A WATERS LLC 210 SKI VILLAGE DRIVE MOUNT SHASTA, CA 96067

voice 530.243.7234 fax 530.243.7494

RE: MONITORING WELLS QUARTERLY

Dear MELISSA BELL ,

3860 Morrow Lane, Suite F voice 530.894.8966 Chico, California 95928 fax 530.894.5143

j ., '· t I I ' , '

I 1/ r I . ! t

/.P/;'t ' .

Enclosed are the analysis results for Work Order number 9090865. All analysis were performed under strict adherence to our established Quality Assurance Plan. Any abnormalities are listed in the qualifier section of this report.

If you have any questions regarding these results, please feel free to contact us at any time. We appreciate the opportunity to service your environmental testing needs.

Sincerely,

91~ For

~b-'--Ricky D. Jensen Laboratory Director California ELAP Certification Number 1677

Page 1 of 2

• G

~~'J; \NWw.basiciah.conl

basic 2218 Railroad Avenue voice 530.243.7234 3860 Morrow Lane, Suite F voice 530.894.8966 Jahoratory Redding, California 96001 fax 530.243.7494 Chico, California 95928 fax 530.894.5143

Report To: C CD A WATERS LLC 210 SKI VILLAGE DRIVE MOUNT SHASTA, CA 96067

Attention: MELISSA BELL Project: MONITORING WELLS QUARTERLY

Microbiology

Analyte Units Results MW 1 Water (9090865·01) Sampled:09/22/09 07:52 Total Coliforms MPN/100 ml <2. Fecal Coliforms <2 MW2 Water (9090865-02) Sampled:09/22/09 08:07 Total COiiforms MPN/100 ml <2 Fecal Coliforms <2 MW3 Water (9090865-03) Sampled:09/22/09 08:29 Total Coliforms MPN/100 ml <2 Fecal Coliforms <2

Qualifier MDL Received:09/22/09 11:33

2 2

Received:09/22/09 11:33 2 2

Received:09/22/09 11:33 2 2

Notes and Definitions DET Analyte DETECTED

ND Analyte NOT DETECTED at or above the detection limit

NR Not Reported

dry Sample results reported on a dry weight basis

RPD Relative Percent Difference

< Less than reporting iimit

s Less than or equal to reporting limit

> Greater than report, ng limit

~ Greater than or equal to reporting limit

MDL Method Detection Limit

RljML Minimum level of Quantitation

MCL/AL

mg/kg

Maxium Contaminant Level/Action level

Results reported as wet weight

TTLC Total Threshold limit Concentration

STLC Soluble Threshold Limit Concentration

TCLP Toxicity Characteristic Leochate Procedure

Basic Laboratory, Inc.

RL Method

2 SM 9221B/E 2

2 SM 92218/E 2

2 SM 92218/E 2

Lab No: Reported:

Phone: P.O.#

9090865 10/06/09 918-7145

Analyzed Prepared

09/26/09 09/22/09

09/26/09 09/22/09

09/26/09 09/22/09

Batch

B9I0726

B9I0726

8910726

California ELAP Cert #1677 and #2718 Page 2 of2

·~

BASIC LABORATORY CHAIN OF CUSTODY RECORD 2218 Railroad Avenue, Redding, CA 96001 (530) 243-7234 FAX (530) 243-7494

PHONE: EMAIL: z

o/18- 71S~ I:JIYIOr ,'@_nit .If(), (dl"1 ~ ~ FAX:

RESULTS SENT: ® Fax EDD Mall ~ '-' OJ I

~~N~V~O~IC~E~TO~:--------~----------,.,IP~0~#:----------~3 ~

I700003/3'!s- iii I~ SAMPLE

DATE

l ' ,

f I

I( (

SAMPLE TIME

-1~ 8 8 m s: ~ ::0 "'ll ~

i

~ SAMPLE LOCATION /IDENTIFICATION

M ~n/r:;;,., 'ntl well -11: I f I I

M W #-2. ( (

M Ul #- :S ( ( '

, .-,-"""- • "I . .. fZJ . ./.; I 7 W .J/4..1H'-

I c

PRESERVED WITH: HN03 H2S04 NaOH ZnAce/NaOH HCL NaThio OTHER

SAMPLED Bj (PRINT):

Nacho }v{_t;~; SAMPLE ~ATEfTIME: RELINQUISHED BY:

't/J.l/tJ'! all:J. OJ RECEIVED BY: l::fATEfl'IME: ' RELINQUISHED 8Y:

LAB#:

9rtt&"~~

# OF SAMPLES:

3

Yes No NIA

SYSTEM#:

EDDTYPE:

QC: Standard Levell!

CHLORINE RESIDUAL

OR COMMENTS

I .. ~/

DATE/TIME:

DATE/TIME:

IN~CTIONS, TERMS AND CONDITIONS ON BACK l SAMPLE TYPE: 1 =ROUTINE, 2 =REPEAT, 3 = REPLACEMENT, 4 = SPECIAL 5 =RAW

A UIVISIOn OT MWH Amencas, JnC.

750 Royal Oak Dr., Suite 100 Monrovia, California, 91016~3629 Tel: 626 386 1100 Fax: 626 386 1101 1 800 566 LABS (1 800 566 5227)

ADE: Andrew.D.Eaton

Project Manager

Laboratory Report

for

CCDA WATERS, LLC - Shasta Plant 21 0 Ski Village Dr.

Mt Shasta, CA 96067 Attention: lgnachio Mori

Fax: 530-926-3578

l I v

Report#:315202 Project: SHASTA Group: LEACHFIELD

Laboratory certifies that the test results meet all NELAC requirements unless noted in the Comments section or the Case Narrative. Following the cover page are Hits Reports, Comments, QC Summary, QC Report and Regulatory Forms. This report shall not-Hr1reproduced except in full, without the written approval of the laboratory.

750 Royal Oaks Drive Suite 100, Monrovia, Ca 91016 Phone 626-386-11 00/F ax 626-386-1101

Acknowledgement of Samples Received

CCDA WATERS, LLC - Shasta Plant

210 Ski Village Dr. Mt Shasta, CA 96067 Attn: lgnachio Mori Phone: 530-918-7150

Customer Code: CCDA

Group#: 315202

Project #: SHASTA Sample Group: LEACHFIELD

Project Manager: Andrew. D. Eaton Phone: 626-386-1125

PO#: 7000031406 FDA

The following samples were received from you on September 23, 2009. They have been scheduled for the tests listed below each sample. If this information is incorrect, please contact your service representative. Thank you for using MWH Laboratories.

Sample# Sample ld

200909230485 Monitoring Well # 1

Chemical Oxygen Demand (COD)

Total Dissolved Solid (TDS)




200909230497 Monitoring Well# 3



Test Description

PH (H3=past HT not compliant)



2/11

Sample Date

22-Sep-2009 0752

Specific Conductance

22-Sep,200.9 OS07 ··


22-Sep-2oo9,DS29 .·


Reported: 1 0/01/09

e

MWH Laboratories A Division of MWH Amer;c~n;, Inc.

750 Royal Oaks Omre, Suite 100 Monrov1a, Cai!fornia 91016-3629 Tef: 620 386 '! 1 oo Fax: 820 386 1·1 01 1 800 5&6 LABS {i e.oo G(-.,G 5:C27)

TO BE COMPLETED BY SAMPLER.

COMPANY, UTILITY or PROJECT: GGIJA WATERS, LLC

E: CCDA -·SHASTA

!':AMPI.ER PRINTED NAME AND SIGNATURE:

Nacho Mori

"" "" -lW -lW

CHAIN OF CUSTODY RECORD MWH LABS USE ONLY: .................................................................................... ., .... ._ ...................................................... ., ................... , .................................................................................................................................... "'""''"'..._, .. ._ ... ..

LOGIN COMMENTS: SAMPLES CHECKED AGAINST COC BY: ,,)~;, __ /.,...,,,,-,,,,------'""i

SAMPlES LOGGED IN BY:

SAMPLES REC'D DAY OF COlLECT!ot~? 0 (check for yes)j !SAMPlE TEMP WHEN REC'D AT LAB: (Compliance: 4 +/- 2"CJ _.,..... __ l,gQ~Pl:fiQ~.Qf ... ~.~-l:J.~_f~~=-..... !.7,!32.?.~.~--L ... ,.,.,, PA13:-f.IALL Y . .E~.<?~~~--~ .. ,, ..... T.t!AYY.~I)==····.,,. ................ ,., ... ,. .... .

yes) (check for yes) i" r<::> 1 r.:wi #: COMPl !ANr.F SAMPLES I\! ON. r:QMPI IANr.i=. SAMPLES L_j

- Requires state forms REGULATION INVOLVED:

!Type of samples (circle one): ROiJTINF, SPECIAL CONFIRMATION (eg, SDWA, Phase V, NPDES. FDA, . .}

iP .0.# I PROJECT JOB#: SEE ATTACHED BOTTLE ORDER FOR ANALYSES 0 (check for yes), OR 7000031406 FDA ANAl.. YSES REQI !IRED Center n>.. .. .., ofuuLLi~~sentforeachtestfore

~~~~-requested: rush by adv notice only 1 wk 3 day 2 day_ 1 clay SAMPLER

., COMMENTS ;.<: ~ ~ STATION#or ~ .,,_.

S;?E SITE NAME OR SAMPLE I.l>. " ~ 8 ;[-<( LOCATION ,.. 0 .,o ""!.r- '( " t,.)

~ "' "' ::;:

~ 07:52 Leachfie!d Monitoring #1 1 1 3rd Qnr-

~ Monitoring

!9/22/05 08:07 Leachfield Monitoring Well #2 RGW 1 l Wells

9/22/0( 08:29 ··"'' ovouo1i!u"""' Well #3 RGW 1 1 ''-''"'"''u

Temp Travel Blank

e .L i

*MATRIX TYPES: RSW = Raw Smface Water CFW = Chlor(am)inatcd Finished Water CWW = Chlorinated Waste Water BW -=-Bottled Water SO= Soil RGW = Raw Ground Water .FW = Other Finished Water ww = Other Waste Water SW '~ Storm Water SL =Sludge

If A , SIGN TURE PRINT~AME COMPANY/TIT! E DATE TIME

l<EL!NQUJSHED BY: ~-L~ ~~~~ Nacho Mori Lab Team Lead 912212009 11:00

RECEIVED BY: t' t:

:REUNQUISHBD BY:1 ~ ~R.JS. q ' Joe Ganim Lab Tech 1 9/22/2009 11:00

1RECE!VED BY: (J' uP· u ,·,·/""'' Jec .. ~~;c"''\( v~ .: {\{\\..;j\A, Gi 2?_, L ,, fir q ,.

' !

C-0-C# PAGE m·

Classified - Confidential

•

MWH Laboratories, a Division of MWH Americas, Inc. Bottl.e Order for C.C..DAMLS..b.as.t.a . .P..lf!n.t.. ................................................................................... Page 750 Royal Oaks Avenue Suite 100 Standmg Monrovia CA 91016 (626) 386-1100 FAX (626) 386-1124 Client Code CCDA-SHASTA Q Quarterly Period

of 48446

Project Code FDA Week 1 Aodr.~.w. .. E.9~Q.O ........ Your MWL Project Manager

PO# I Job# .W2.6L;?.$.6::1.1.2B..... ... Direct Phone/Voice Mail

Blanket PO

SO# 48446 3<1270 RS • • Sampler: Please Return th1s Paper w1th your samples

Date Needed by Client

#of Samples

COD

J.T.

TDS. EC, PH +:>----'

0

Tests

Ship Sample Kits to CCDA Mt Shasta Plant 210 Ski Village Dr. Mt. Shasta, CA 96067

ATTN: .Ng.Qh9..MRr:l.. ............................................. .. PHONE: .Q.3.0..:$.JS.:l.:l.P..0 ........................................... .

Send Report to

C..C.D..A .. Mt .. S.has1a. .. P..I.ant ................................................. .. 2J.D .. SJ5,LY.lllag.{:l . .D.r. ............................................................. .. M.LS.b.?.!?.t~ ... C.A ... ~§0.9.7 .................................................... .

ATTN: N.Qf.:.bQ.M9ri... .................................................. .. PHONE: 5.3.Q::9.H~::l.l.Q.Q ................................................ .

FAX: .(5.3.01..~2.9.:3.5.7..$. ........................................... .. Bottles-Qty for each sample, type & preservative if any

1 125 ml poly+ 0.5ml H2S04 (50%)

1 500ml poly/ no preservative

Billing Address

C..C.DA.MLS.b.a.s.ta . .PJqXJ.t.. ........................................... . 2.1Q .. S.kLVJll.age .. DL ........................................................... .. Mt..S..hiil.~tq_,_C..A ... ~.I2QB.7.. ................................................... .

Quote# J.T.

UN# Important Comments

UN 2796 MW-i. MW-2, MW-3

quarterly grab sample from each well

ActtveCode Status Date Shipped Carrier Qty of Coolers Tracking Number Prepared By

• A Division of MWH Americas, Inc.

750 Royal Oak Dr., Suite 100 Monrovia, California, 91016-3629 Tel: 626 386 1100 Fax: 626 386 1101 1 800 566 LABS ( 1 800 566 5227)

CCDA WATERS, LLC- Shasta Plant lgnachio Mori 210 Ski Village Dr. Mt Shasta, CA 96067

Analyzed Analyte Sample ID


09/23/2009 13:24 PH (H3=past HT not compliant)

09/24/2009 12:41 Specific Conductance, 25 C

09/23/2009 16:24 Total Dissolved Solids (TDS)


09/23/2009 13:38 PH (H3=past HT not compliant)

09/24/2009 12:43 Specific Conductance, 25 C 09/23/2009 16:25 Total Dissolved Solids (TDS)


09/29/2009 13:11 Chemical Oxygen Demand (COD)

09/23/2009 13:42 PH (H3=past HT not compliant) 09/24/2009 12:44 Specific Conductance, 25 C 09/24/2009 15:08 Total Dissolved Solids (TDS)

SUMMARY OF POSITIVE DATA ONLY

•

Result Federal MCL

6.9

97 110 500

6.7

100

100 500

11

7.1

280

170 500

7/11

Laboratory Hits Report: 315202

Samples Received on: 09/23/2009

Units MRL

Units 0.1

umho/cm 2

mg/L 10

Units 0.1

umho/cm 2

mg/L 10

mg/L 5

Units 0.1

umho/cm 2

mg/L 10

Prepared

750 Royal Oak Dr, Suite 100 Monrovia, California, 91016-3629 Tel: 626 386 1100 Fax: 626 386 1101 1 800 566 LABS ( 1 800 566 5227)

• CCDA WATERS, LLC- Shasta Plant lgnachio Mori 210 Ski Village Dr. Mt Shasta, CA 96067

Analyzed QC Ref # Method Analyte

Monitoring Well # 1 (200909230485)

E160.1/SM2540C- Total Dissolved Solids (TDS} 9/23/2009 09/23/2009 16:24 525685 (E160.1/SM2540C) Total Dissolved Solids (TDS)

SM4500-HB -PH (H3=past HT not compliant) 09/23/2009 13:24 525173 (SM4500-HB) PH (H3=past HT not compliant)

EPA 410.4- Chemical Oxygen Demand (COD) 09/29/2009 13:07 525812 (EPA410.4) Chemical Oxygen Demand (COO)

SM251 OB - Specific Conductance 09/24/2009 12:41 525341 (SM2510B) Specific Conductance, 25 C

Monitoring Well # 2 (200909230496)

E160.1/SM2540C- Total Dissolved Solids (TDS) 9/23/2009 09/2312009 16:25 525685 (E160.1/SM2540C) Total Dissolved Solids (TDS)

SM4500-HB - PH (H3=past HT not compliant) 09/23/2009 13:38 525184 (SM4500-HB) PH (H3=past HT not compliant)

EPA 410.4- Chemical Oxygen Demand (COD) 09/29/2009 13:10 525812 (EPA 410.4) Chemical Oxygen Demand (COD)

SM2510B- Specific Conductance 09/24/2009 12:43 525341 (SM2510B) Specific Conductance, 25 C

Monitoring Well# 3 (200909230497)

E160.11SM2540C- Total Dissolved Solids (TDS) 9/24/2009 09/24/2009 15 08 525701 (E160.1/SM2540C) Total Dissolved Solids (TOS)

SM4500-HB - PH (H3=past HT not compliant) 09/23/2009 13:42 525184 (SM4500-HB) PH (H3=past HT not compliant)

EPA 410.4- Chemical Oxygen Demand (COD) 09/29/2009 13:11 525812 (EPA410.4)

SM2510B- Specific Conductance 09/24/2009 12:44 525341 (SM2510B)

Rounding on totals after summation. (c)- indicates calculated results


Specific Conductance, 25 C

8/11

•

Result

110

6.9

NO

97

100

6.7

NO

100

170

7.1

11

280

Laboratory Data Report: 315202


Units MRL Dilution

Sampled on 0912212009 0752

mg/L 10

Units 0.1

mg/L 5

umho/cm 2

Sampled on 0912212009 0807

mg/L 10

Units 0.1

mg/L 5

umho/cm 2

Sampled on 09/22/2009 0829

mg/L 10

Units 0.1

mg/L 5

umho/cm 2

750 Royal Oak Dr., Surte 100 Monrovia, California, 91 016-3629 Tel: 626 386 1100 Fax: 626 386 1101 1 BOO 566 LABS (1 800 566 5227)

CCDA WATERS, LLC- Shasta Plant

QC Ref# 525173 - PH (H3=past HT not compliant)


QC Ref# 525184 - PH (H3=past HT not compliant)

200909230496 Monitoring Well# 2 200909230497 Monitoring Well# 3

QC Ref# 525341 -Specific Conductance

200909230485 Monitoring Well# 1 200909230496 Monitoring Well# 2 200909230497 Monitoring Well # 3

QC Ref# 525685- Total Dissolved Solids (TDS)

200909230485 Monitoring Well # 1 200909230496 Monitoring Well# 2

QC Ref# 525701 -Total Disso!ved Solids (TDS)


QC Ref# 525812- Chemical Oxygen Demand (COD)

200909230485 Monitoring Well # 1 200909230496 Monitoring Well # 2 200909230497 Monitoring Well# 3

9/11

• Laboratory QC Summary: 315202

Analysis Date: 09/23/2009

Analyzed by: SAR


Analyzed by: SAR Analyzed by: SAR


Analyzed by: SAR Analyzed by: SAR Analyzed by: SAR

Analysis Date: 0912312009

Analyzed by: AAO Analyzed by: AAO

Analysis Date: 0912412009

Analyzed by: AAO

Analysis Date: 09/2912009

Analyzed by: YXP Analyzed by: YXP Analyzed by: YXP

A Division of MWH Americas, Inc

750 Royal Oak Dr., Suite 100 Monrovia, California, 91016-3629 Tel 626 386 1100 Fax: 626 386 1101 1 800 566 LABS (1 800 566 5227)

CCDA

QC Type Analyte Native Spiked Recovered

QC Ref# 525173- PH (H3=past HT not compliant) by SM4500-HB

DUP1_200909220754 PH (H3=past HT not compliant) 8.1 8.09


LCS1 PH (H3=past HT not compliant) 6.0 6.00


QC Ref# 525184- PH (H3=past HT not compliant) by SM4500-HB




QC Ref# 525341 -Specific Conductance by SM2510B

DUP1_200909231 047 Specific Conductance 730 729

DUP2_200909231238 Specific Conductance 580 582

LCS1 Specific Conductance 1000 1000

LCS2 Specific Conductance 1000 994

MBLK Specific Conductance <2

MRL_CHK Specific Conductance 2.0 1.84

QC Ref# 525685- Total Dissolved Solids (TDS) by E160.1/SM2540C

DUP _200909220433 Total Dissolved Solid (TDS) 750 762


LCS1 Total Dissolved Solid (TDS) 175 170


MBLK Total Dissolved Solid (TDS) <10

MRL_CHK Total Dissolved Solid (TDS) 10 10 0

QC Ref# 525701- Total Dissolved Solids (TDS) by E160.1/SM2540C



LCS1 Total Dissolved Solid (TOS) 175 176


MBLK Total Dissolved Solid (TOS) <10

MRL_CHK Total Dissolved Solid (TDS) 10 12.0

QC Ref# 525812- Chemical Oxygen Demand (COD) by EPA 410.4

LCS1 Chemical Oxygen Demand (COD) 50 45.9


MBLK Chemical Oxygen Demand (COD) <5

MRL_CHK U.emical Oxygen Demand (COD) 5.0 4.8

MS_200909230485 Chemical Oxygen Demand (COD) NO 50 46.2

MSD_200909230485 Chemical Oxygen Demand (COD) ND 50 46.1

Spike recovery 1s already corrected for native results

• Laboratory QC Report: 315202

Units Yield(%) Limits(%) RPDLimit

(%)


Units (0-20) 20

Units (0-20) 20

Units 100 (98-102)

Units 101 (98-102) 20


Units (0-20) 20

Units 101 (98-102)

Units 101 (98-102) 20


umho/cm (0-20) 20

umho/cm (0-20) 20

umho/cm 100 (90-110)

umho/cm 99 (90-110) 20

umho/cm

umho/cm 92 (50-150)


mg/L (0-10) 10

mg/L (0-10) 10

mg/L * 97 (80-114)

mg/L 100 (80-114)

mg/L

mg/L 100 (50-150)


mg/L (0-10) 10

mg/L (0-10) 10

mg/L 101 (80-114)

mg/L 101 (80-114)

mg/L

mg/L 120 (50-150)


mg/L 92 (90-110)

mg/L 94 (90-110) 20

mg/L

mg/L 96 (50-150)

mg/L 90 (90-110)

mg/L 90 (90-110) 20

Spikes which exceed Limits and Method Blanks with positive results are highlighted by Underlining. Cnteria forMS and Dup are advisory only, batch control is based on LCS. Criteria for duplicates

are adv1sory only, unless otherwise specified in the method (S) Indicates surrogate compound 1 0/11 (I) Indicates 1nternal standard compound RPD no\ calculated for LCS2 when different a concentration than LCS1 is used RPD not calculated for Duplicates when the result is not five times the MRL (Minimum Reporting Level)

RPD%

0.12

0.29

0.50

0.14

0.17

0.68

0.17

0.60

1.3

0.25

0.87

1.6

2.6

0.22

\.

A Division of MWH Americas, Inc.

750 Royal Oak Dr, Suite 1 DO Monrovia, California, 91016-3629

Tel: 626 386 1100

Fax: 626 386 1101

1 800 566 LABS (1 800 566 5227)

CCDA (continued)

QC Type Analyte

Spike recovery 1s already corrected for native results

Native Spiked Recovered Units

Spikes Which exceed Limits and Method Blanks with posit1ve results are highlighted by Underlining. Critena forMS and Dup are advisory only, batch control is based on LCS Criteria for duplicates

are advisory only, unless otherwise specified in the method. (S) Indicates surrogate compound 11/11 (I} Indicates internal standard compound. RPD not calculated for LCS2 when different a concentration than LCS1 is used RPD not calculated for Duplicates when the result is not five times the MRL (Minimum Reporting Level}

Laboratory QC Report: 315202

Yield(%) Limits(%) RPDLimit

(%) RPD%

A UIVIS/Ort or MWH Amencas, InC.


ADE: Andrew.D.Eaton

Project Manager

•

laboratory Report

for

CCDA WATERS, LLC - Shasta Plant 21 0 Ski Village Dr.


Fax: 530-926-3578

Report#: 310296 Project: SHASTA Group: LEACHFIELD

Laboratory certifies that the test results meet all NELAC requirements .unless noted in the Comments section or the Case Narrative. Following the cover page are Hits Reports, Comments, QC Summary, QC Report and Regulatory Forms. This report shall not.tJa reproduced except in full, without the written approval of the laboratory.

750 Royal Oaks Drive Suite 100, Monrovia, Ca 91016 Phone 626-386-11 00/Fax: 626-386-1101




Customer Code: CCDA

Group#: 310296

Project#: SHASTA Sample Group: LEACHFIELD


The following samples were received from you on July 21, 2009. They have been scheduled for the tests listed below each sample. If this information is incorrect, please contact your service representative. Thank you for using MWH Laboratories.

Sample# Sample ld

200907210444 Leach Field Variable ID: Discharge Water


200907210445 Leach Field Variabl~.? ID: [1j scha::"g·? 07ater

200907210446


Leach Field


Test Description

Sample Date

05-Jul-2009 112$ .

14-Jul-2009 1245

19-Jul-2009 1152 ..

2/8

Reported: 08/01/09

()ar,s D:fve Suit-e i 00 C-1Wornl.a 9:101G<Jti20

T(d' G26 :JBG ·1 ! 00 Fax· 626 :3B6 1 101 1 eon :;66 LABS ( 1 800 566 522 7}

;!..9/!!.f!' COMPLETED BY SAMPLER

;r.OMPANY, UTILITY or PROJECT; WATERS, llC

MWH LABS CLIENT CODE:

CCDA-SHASTA 'SAMPLER PRINTED NAME AND SIGNATURE:

Nacho Mori

"' "' '"""' '"""'

CHAIN OF CUSTODY RECORD MWH LABS USE ONLY:

•«•'"''""""·••·•·""'"" ...... '"'""'"''"' ............. .

; LOGIN COMMENTS:

SAMPLES LOGGED IN BY:

!SAMPLE TEMP WHEN REC'D AT LAB: tp"' (Compliance: 4 +I- 2*C) SAMPLES REC'D DAY OF COLLECTION? 0 i.C::.9~.!?1.:f.!9t::l. 9~ ... ~~~1J.~ .. i.C::E: FRf??~~·=····· ... '.'.~.~!l.t.':~.~Y. .. ~~Q?~~L ...... TI:I.J.l.Y'I/.§~.~-- .................... .

(check for yes)

(check in· yes) (check foryes) """''· ~"',_..,.,.,._ _____ ,,,." SYSTEM#: COMPLIANCE SAMPLES NON-COMPLIANCE SAMPLES L_j

- Requires state forms REGULA T!ON !NVOL VED:

Type of samples (circle one): ROUTINE SPECIAL CONFIRMATION (eg. SDWA. Phase V, NPDES. FDA .... )

~·

P.O.# I PROJECT JOB#: SEE ATTACHED BOTTLE ORDER FOR ANALYSES D (d1ecl< for y•s), OR FDA ANALYSES REQUIRED \enter number of bottles sent for each test for each sam

.IT AT requeste;; msh .. ~y adv notice only STD 1 wk _ 3 day 2 day 1 day SAl'vlPLER

... COlVIMENTS X tl:> ~ ... STATION#or ... ,.... ~::;: SITE NAME OR SAMPLE l.D. ~ ~ Q "" ~;3 <if= LOCATION 0 0 "' "'

(.'i tJ u ""

r~ Leach Field Discharge Water ww ·j

----· -- --·-~ Leach Field Discharge Water ww 1

-1--7/19/09 1152 ! Leach Field Discharge Water ww 1

I 1 Travel Blank

--·· ' ......... ..,,...,,~ I

~...,.,

w MATRIX TYPES: RSW ~' Raw Surface Water CFW = Chlor(am)inatcd Finished \Vater CWW =Chlorinated Waste Water RGW -= Raw Ground Water FW = Other Finished Water WW = Other Waste Water

RECEIVED BY:

Lab Tech Il RELINQUISHED BY: I J ,,,

RECEJVED BY:

C-0-CII


f--

HW = Bottled Water SW = Storm Water

7/20/2009

7/20/2009

PAGE.

-

SO= Soil SL -,.Sludge

12:00

12:00

10.

OF


750 Royal Oak Dr, Suite 100 Monrovia, California, 91016-3629 Tel: 626 386 1100 Fax: 626 386 1101 1 800 566 LABS (1 800 566 5227)


4/8

The Comments Report may be blank if there are no comments for this report.

Laboratory Comments Report: #310296

A Division of MWH Americas. Inc.

750 Royal Oak Dr, Suite 100 Monrovia, California, 91016-3629 Tel: 626 386 1100 Fax: 626 386 1101 1 800 566 LABS (1 800 566 5227)



200907210444 Leach Field



Result

35

5/8

Federal MCL

laboratory Hits Report: 310296


Units MRL

mg/L 5

Prepared


750 Royal Oak Dr., Suite 100 Monrovia, California, 91016-3629 Tel: 626 386 1100 Fax: 626 386 1101 1 800 566 LABS (1 800 566 5227)

CCDA WATERS, LLC ·Shasta Plant lgnachio Mori 210 Ski Village Dr. Mt Shasta, CA 96067

Analyzed OC Ref # Method Analyte

Leach Field (200907210444)

Variable ID: Discharge Water

EPA 410.4- Chemical Oxygen Demand (COD) 07/23/2009 10:18 517883 (EPA410.4) Chemical Oxygen Demand (COD)

Leach Field (200907210445)

Variable ~D: Discharge Water

EPA 410.4- Chemical Oxygen Demand (COD) 07/23/2009 10:19 517883 (EPA 4104) Chemical Oxygen Demand (COD)

Leach Field (200907210446)

Variable IQ: Discha~g& Water



6/8

Result

35

NO

NO



Units MRL Dilution

Sampled on 07/05/20091125

mg/L 5

Sampled on 07/14/2009 1245

mg/L 5

Sampled on 07/19/2009 1152

mg/L 5


750 Royal Oak Dr .. Suite 100 Monrovia, California, 91016-3629 Tel: 626 386 1100 Fax: 626 386 1101 1 800 566 LABS (1 800 566 5227)


QC Ref# 517883 ·Chemical Oxygen Demand (COD)

20090721 0444 Leach Field 200907210445 Leach Field

QC Ref# 517897 ·Chemical Oxygen Demand (COD)

20090721 0446 Leach Field

7/8

Laboratory QC Summary: 310296

Analysis Date: 07/23/2009 Analyzed by: YXP Analyzed by: YXP


Analyzed by: YXP

A Division of MWH Americas. Inc.

750 Royal Oak Dr, Suite 100 Monrovia, California, 91016-3629 Tel: 626 386 1100 Fax: 626 386 1101 1 800 566 LABS (1 BOO 566 5227)

CCDA


QC Type Analyte Native Spiked Recovered Units Yield(%) Limits(%) RPDLimit

(%)





MRL_CHK Chemical Oxygen Demand (COD) 5.0 4.8


MSD _200907200129 Chemical Oxygen Demand (COD) NO 50 53.4







MSD_200907210275 Chemical Oxygen Demand (COD) NO 50 49.5

Spike recovery ts a! ready corrected for native results. Spikes which exceed Limits and Method Blanks with positive results are highlighted by Under1ining Cntena for MS and Dup are advrsory only, batch control is based on LCS Criteria for duplicates

are advisory only, unless otherwise specified in the method. (S) Indicates surrogate compound 8/8 (I) Indicates internal standard compound RPD not calculated for LCS2 when different a concentration than LCS1 is used


mg/L 101 (90-110)

mg/L 96 (90-110)

mg/L

mg/L 96 (50-150)

mg/L 97 (90-110)

mg/L 105 (90-110)


mg/L 107 (90-110)

mg/L 98 (90-110)

mg/L

mg/L 106 (50-150)

mg/L 94 (90-110)

mg/L 94 (90-110)

RPD not calculated for Duplicates when the result is not five times the MRL (Minimum Reporting Level)

20

20

20

20

RPD%

4.5

8.1

9.4

0.21

A UJVJSion or MWH Amencas, me.


ADE: Andrew.D.Eaton

Project Manager

Laboratory Report

for

CCDA WATERS, LLC - Shasta Plant 210 Ski Village Dr.


Fax: 530-926-3578

Laboratory certifies that the test results meet all NELAC requirements unless noted in the Comments section or the Case Narrative. Following the cover page are Hits Reports, Comments, QC Summary, QC Report and Regulatory Forms. This report shall noq75 reproduced except in full, without the written approval of the laboratory,

750 Royal Oaks Drive Suite 100, Monrovia, Ca 91016 Phone 626-386-11 00/Fax: 626-386-11 01



210 Ski Village Dr. Customer Code: CCDA

Group#: 311819

Project#: SHASTA Mt Shasta, CA 96067 Attn: lgnachio Mori Phone: 530-918-7150 Sample Group: LEACHFIELD

Project Manager: Andrew. D. Eaton Phone:626-386-1125

The following samples were received from you on August 11, 2009. They have been scheduled for the tests listed below each sample. If this information is incorrect, please contact your service representative. Thank you for using MWH Laboratories.

Sample # Sample ld Sample Date

200908110705 DISCHARGE WATER 29-Jul~2009 '1330


2()0908110706 DISCHARGE WATER


200900110707 DISCHARGE WATER 1 0-Aug-2009 . 0959


Test Description

2/8

Reported: 09/01/09

MWH Laboratories ...:~ {)ivtsicm t:d 1',11/vH /\menca.9, im~.

7.:30 f1ovaJ {Ja!cs Drive, .Suite lOD Monrovia, CC::!J!cn~la fJ"'O 16-::":628 ld: G20 ?,Hf· ~ i 00 Fax; 628 386 110 '! 1 80[', 566 LABS (1 r.~oo f~66 .5221;

TO BE COMPLETED BY SAMPLER· ..

CHAIN OF CUSTODY RECORD MWH LABS USE ONLY·

lOGIN cCiiin'iiJi'ENTS;.. .. . ~- ... · .l ............. r·, \ ;,

1SAMPLE TEMP WHEN REC'D AT LAB: "f ( (CompliancH: 4 +I- 2'CJ·y

!CONDITION OF BLUE ICE: FROZEN_..;......;;u,P_ARTIAllY FROZEN

SAMPLES CHECKED AGAINST COC BY:


SAMPLES REC'D DAY OF COllECTION?

THAWED\. ,. ................. ._ ••.•. ~'t\.,.,,.""'"

(checkf(lr yes)

ll'i!e'f

(check for ves) . COMPANY, UTILITY or PROJECT: SYSTEM#: COMPLIANCE SAMPLES t:J NON-COMPLIANCE SAMPLES L_j

CCDA WATERS, llC - Requires state forms REGULATION INVOLVED:

Type of samples (circle one>: ROUTINE SPECIAL CONiiiRMATION (eg. SDWA. Phase V. NPDES. FDA .... )

MWH LABS CLIENT CODE: P.O.# I PROJECT JOB#: SEE ATTACHED BOTTLE ORDER FOR ANALYSES 0 (rberk for yes), OR

CCDA - SHASTA FDA ANAl.. YSES REQUIRED center number of bottles sent for each test for each sarr SAMPLER PRINTED NAME AND SIGNATURE: ~~AT requested: rush by adv notice only Nacho Mori STD 1 wk 3 day 2 day 1 day

'" "l "" ... "l ~~ STATlON#or ;..:

~ "' ...... SITE NAME OR SAMPLE I.D. til :s Q ~-< ~f: LOCATION ~ 0 0 -(t:l c v cr, "' :;:: u

7/29105 1330 Leach Field Discharge Water ww 1 ·-·

8/4/09 104~ leach Field Discharge Water ww 1

8110/0~ 0959 leach Field Discharge Water ww I

1 Travel Blank ..

*MATRIX TYPES: RSW ~'Raw Surface Water CFW = Chlor(am)inated Finished Water CVVW""' Chk,rinated Waste Water RGW ~Saw Ground Water FW =Other Finished Water WW =Other Waste Water

' SIGNA TURF\ .. .> PR!I'ff NAME COMPANY !TIT! E

RELINQUTSHED BY: . ' ·;:>;(/(,, ~-,r;,::~~'"" .. " 1 Nacho Mori Industrial Teamlead ,..._,,,

RECEIVED BY: ·,/ .. r : '<':~/J j..; (;~o<d ·•· .. , .. $..,.\'

RELINQUISHED BY: "' .z:: RECEIVED BY:

C-O·C#


BW = Bottled Water SW ·~ Storm Water

»ATE

8/10/2009

:\ 1/ <j

I I

PAGE

SAMPLER COMMENTS

--

SO= Soil SL =Sludge

TIME "

12:00

t: t s;,>,

01'


750 Royal Oak Dr., Suite 100 Monrovia, California, 91016-3629 Tel: 626 386 1100 Fax: 626 386 1101 1 800 566 LABS (1 BOO 566 5227)



200908110706 DISCHARGE WATER





Result Federal MCL

7.8

19

5/8



Units

mg/L 5

mg/L 10

Prepared



Analyzed QC Ref # Method

DISCHARGE WATER (20090811 0705)

Analyte


DISCHARGE WATER (200908110706)



EPA 410.4- Chemical Oxygen Demand (COD) 08/31/2009 09:43 522310 (EPA 410.4)



6/8

Result

NO

7.8

19

laboratory Data Report: 311819


Units MRL Dilution

Sampled on 07129120091330

mg/L 5

Sampled on 0810412009 1046

mg/L 5

Sampled on 0811012009 0959

mg/L 10 2


750 Royal Oak Or., Suite 100 Monrovia, California, 91016-3629 Tel 626 386 1100 Fax: 626 386 1101 1 800 566 LABS (1 800 566 5227)


QC Ref# 521806- Chemical Oxygen Demand (COD)

200908110705 DISCHARGE WATER 200908110706 DISCHARGE WATER

QC Ref# 522310 -Chemical Oxygen Demand (COD)


7/8



Analyzed by: YXP Analyzed by: YXP


Analyzed by YXP



CCDA


QC Type Ana lyle Native Spiked Recovered Units Yield(%) Limits(%) RPDLimit

(%)






MS_200908110708 Chemical Oxygen Demand (COD) 13 50 67.8

MSD_20090811 0708 Chemical Oxygen Demand (COD) 13 50 63.2

QC Ref# 522310- Chemical Oxygen Demand (COD) by EPA410.4

LCS1

LCS2

MBLK

MRL_CHK

MS_200908270673

MSD_200908270673

Chemical Oxygen Demand (COD) 50 54.3


Chemical Oxygen Demand (COD) <5

Chemical Oxygen Demand (COD) 5.0 5.8



Spike recovery is already corrected for native results.

Spikes wh1ch exceed Limits and Method Blanks with positive results are highlighted by Underlining. Critena for MS and Dup are advisory only, batch control is based on LCS. Criteria for duplicates

are advisory only, unless otherwise specified in the method. (S) Indicates surrogate compound 8/8 (I) Indicates internal standard compound.

RPD not calculated for LCS2 when different a concentration than LCS1 is used


mg/L 106 (90-110)

mg/L 110 (90-110)

mg/L

mg/L 102 (50-150)

mg/l 110 (90-110)

mg/l 101 (90-110)


mg/l 109 (90-110)

mg/l 106 (90-110)

mg/l

mg/l 116 (50-150)

mg/l 104 (90-110)

mg/L 96 (90-110)

RPD not calculated for Duplicates when the result 1s not f1ve times the MRL (Minimum Reporting Level)

20

20

20

20

RPD%

3.3

8.5

2.6

8.2

A UiVISIOn OT MWH Amencas, InC.


ADE: Andrew.D.Eaton

Project Manager

Laboratory Report

for



Fax: 530-926-3578


Laboratory certifies that the test results meet all NELAC requirements unless noted in the Comments section or the Case Narrative. Following the cover page are Hits Reports, Comments, QC Summary, QC Report and Regulatory Forms. This report shall notf1a reproduced except in full, w"ithout the written approval of the laboratory.

..

750 Royal Oaks Drive Suite 100, Monrovia, Ca 91016 Phone 626-386-1100/Fax: 626-386-1101


CCDA WATERS, LLC - Shasta Plant


Customer Code: CCDA

Group#: 314047

Project#: SHASTA Sample Group: LEACHFIELD

Project Manager: Andrew.D.Eaton Phone: 626-386-1125

The following samples were received from you on September 09, 2009. They have been scheduled for the tests listed below each sample. If this information is incorrect, please contact your service representative. Thank you for using MWH Laboratories.




200909090656 DISCHARGE WATER 28-Aug-2009 .1345


200909090657 DISCHARGE WATER 04-Sep-2009 o746 Chemical Oxygen Demand (COD)

Test Description

2/8

Reported: 09/19/09

MWH laboratories CHAIN OF CUSTODY RECORD 7~0 Rova: Oa.k.s OrlVIJ. Suiw i oo MonP:wi-1, C<.1liicHr-in 910f6~8-B;t:J

Ti->l: fX?6 380 1100 Fax: 626 386 t 101 1 800 56B LA8S (1 800 586 5227)

TO BE COivfPLETED BY SAMPLER:

lf'iiiimi\NY,UTIUTY or PROJECT: CCDA WATERS, LLC

CUENTCODE: = CCDA-SHASTA : PR!NTE!fNAIIIiE A.f\!6 SIGNATURE~-:

Mori

"' "' ...J~

MWH LABS USE ONLY· ., .................................... -......... . ................... , ...................... , .................... .

' LOGIN COMMENTS: SAMPLES CHEC!<ED AGAINST COC BY: --------------------------- -------' SAMPLES LOGGED IN BY:

SAMPLES REC'D DAY OF COLLECTION? !SAMPLE TEMP WHEN REC'D AT lAB_:_z:,~,/-· _ccompiiance: 4 +1- 2'C)

t9Q~I?,IT_!ON 0Ff3!~1J.§_It;:r.:: FRQ?:f0~--~~- . F.'.t\.~!.IA~.LY~ ... ~ .. :·.::.:::.::~~: .. : .. ~~ (check for ves) (eheckfi»r yes)

!SYSTEM#: COMPliANI':f= C:J\MO! !=C: -a -NON:"COMPUANCE SAMPLES L_j ~· -~~ ~


!Type of samples (circle one): ROUTINE <:P!'I"'l A I CONFIRMATION (<.g. SDWA. P1lase V. NPDES. FDA ...

!P.O.# I PROJECT JOB#: ~E ATTACHED BOTTLE ORDER FOR ANALYSES U !<hc>tk tor ves), OR FDA ~u.'lf :;>~~::::. ocruu~~:>cn center number of bottles sent for each test f

l:~~:uested: rush by adv notice only 1 wl< _ 3 day_ 2 day ·1 day SAMPLER .. ... COMMENTS K ..:;

i~ STATION#or :;:: SITE NAME OR SAMPLE I.D. ~ "' ~ 8 ~< (::: LOCATION Oil 0 «:C "' " u

:21 Leach Field Discharge Water ww l~5 Leach Field Discharge Water ww 1

914!09 :46 Leach Field Discharge Water ww 1

Blank

!

*MATRIX TYPES: RSW o.o Raw Surface Water CFW = Ch!or(am)inatcd Finished Water CWW •c Ch1orinated Waste Water RGW = Raw Ground Water l'W = Other Finished Water WW = Other Waste Water

Classified - Interna1 use

- c

B'W Bottled Water S'\'ll = Storm Water

PAGE

SO= Soil SL ~"Sludge

01'"


750 Royal Oak Dr., Suite 100 Monrovia, California, 91016-3629 Tel: 626 3B6 1100 Fax: 626 386 1101 1 BOO 566 LABS ( 1 BOO 566 5227)


4/8





CCOA WATERS, LLC- Shasta Plant lgnachio Mori 210 Ski Village Dr. Mt Shasta, CA 96067





Result

11

5/8

Federal MCL



Units MRL

mg/L 5

Prepared



CCDA WATERS, LLC -Shasta Plant lgnachio Mori 210 Ski Village Dr. Mt Shasta, CA 96067

Analyzed QC Ref# Method

DISCHARGE WATER 1200909090655)

Analyte

EPA 410.4- Chemical Oxygen Demand (COD) 09/10/2009 09:19 523228 (EPA 41 0.4) Chemical Oxygen Demand (COD)

DISCHARGE WATER 1200909090656)

EPA 410.4- Chemical Oxygen Demand (COD) 09/10/2009 09:20 523228 (EPA 41 0.4) Chemical Oxygen Demand (COD)


EPA 410.4- Chemical Oxygen Demand (COD) 09/10/2009 09:21 523228 (EPA 410.4) Chemical Oxygen Demand (COD)


6/8

Result

ND

11

ND



Units MRL Dilution

Sampled on 08/19/2009 0921

mg/L 5

Sampled on 08/28/2009 1345

mg/L 5

Sampled on 09/04/2009 0746

mg/L 5

A Division of MWH Americas. /11c.

750 Royal Oak Dr., Suite 100 Monrovia, California, 91016-3629 Tel: 626 386 1100 Fax: 626 386 1101 1 800 566 LABS (1 BOO 566 5227)


QC Ref# 523228 - Chemical Oxygen Demand (COD)

200909090655 DISCHARGE WATER 200909090656 DISCHARGE WATER 200909090657 DISCHARGE WATER

7/8




A Divis,·on of MWH Americas, Inc.

750 Royal Oak Dr., Suite 1 OD Monrovia, California, 91016-3629 Tel: 626 386 1100 Fax: 626 3861101 1 800 566 LABS (1 800 566 5227)

CCDA

QC Type Analyte Native Spiked Recovered Units

laboratory QC Report: 314047

Yield(%) Limits(%) RPDLimit

(%)

QC Ref# 523228- Chemical Oxygen Demand (COD) by EPA 410.4 Analysis Date: 09/10/2009

LCS1

LCS2

MBLK

MRL_CHK

MS_200909080488

MSD_200909080488


Chemical Oxygen Demand (COO) 50 49.3

Chemical Oxygen Demand (COO) <5


Chemical Oxygen Demand (COD) 5.6 50 54.1


Sp1ke recovery is already corrected for native results. Spikes which exceed Limits and Method Blanks with positive results are highlighted by Underlining. Criteria for MS and Dup are advisory only, batch control is based on LCS. Criteria for duplicates

are adv1sory only, unless otherwise specified in the method. (S) Indicates surrogate compound 8/8 (I) Indicates internal standard compound. RPD not calculated for LCS2 when different a concentration than LCS1 is used

mgiL

mg/L

mg/L

mg/L

mg/L

mg/L


109 (90-110)

99 (90-110) 20

112 (50-150)

97 (90-110)

106 (90-110) 20

RPD%

10

8.9

A Utvtston or MWH Amencas, tnc.


Date of Issue

ADE: Andrew.D.Eaton

Project Manager

Laboratory Report

for



Fax: 530-926-3578


Laboratory certifies that the test results meet all NELAC requirements unless noted in the Comments section or the Case Narrative. Following the cover page are Hits Reports, Comments, QC Summary, QC Report and Regulatory Forms. This report shall noLR8 reproduced except in full, without the written approval of the laboratory.

750 Royal Oaks Drive Suite 100, Monrovia, Ca 91016 Phone 626-386-11 00/Fax: 626-386-1101


CCDA WATERS, LLC -Shasta Plant

210 Ski Village Dr. Customer Code: CCDA

Group #: 315931

Project#: SHASTA Mt Shasta, CA 96067 Attn: lgnachio Mori Phone: 530-918-7150 Sample Group: LEACHFIELD


The following samples were received from you on October 02, 2009. They have been scheduled for the tests listed below each sample. If this information is incorrect, please contact your service representative. Thank you for using MWH Laboratories.


200910020065. Leach Field Discharge Water {)6-;Sep~~009 1336


200910020066 Leach Field Discharge Water 17-sep-2009 1307


200910020067 Leach Field Discharge Water 29-Sep-2009 1053


Test Description

2/8

Reported: 1 0/08/09

MWH Laboratories CHAIN OF CUSTODY RECORD A Oivision of Mtl1,'fl Americas. fnc.

750 Royal Oaks Drive, Sullo 100 Monrovia, Ca!ifornin 91016·3629 Tal: 626 386 1100 Fax; 626 386 1101 1 800 5M LABS { 1 800 ?66 5227)

TO BE COMPLETED BY SAMPLER'

COMPANY, UTILITY or PROJECT: CCDA WATERS, LLC

MWH LABS CLIENT CODE:

CCDA- SHASTA SAMPLER PRINTED NAME AND SIGNATURE:

Nacho Mori t.l

"""'

MWH LABS USE ONLY: ("''LO'i3'ir:J"C'6M'iVieNrs·:·· ............................................................................................................................ sAMPi~es .. c.HeCt<!So.A'GA'iN'sr··coC'ii:Y; .. :·1S .................................. l ~ ' . '


!SAMPLE TEMP WHEN REC'D AT LAB: lt.,Y (Compliance: 4 +I· 2'C) SAMPLES REC'D DAY OF COLLECTION? 0 (check for yes)i !CONDITION OF BLUE ICE: FROZEN '/ PARTIALLY FROZEN THAWED } !, ....................... ,. .................................................................................... ~ •.•• « ........................ ,. ............. ~········"'"'"''''''""''"'~ ............................... "'""''~ ................................... ,. ........................... ., .... ., .......... " ...... , ............... .,,. ............. ,

(check for yes) (clteckfor yes) SYSTEM#: COMPLIANCE SAMPLES B NON-COMPLIANCE SAMPLES LJ


Type of samples (circle one): ROUTINE SPECIAL COJ\'FIRMATION (eg. SDWA. Phase V. NPDES. FDA, ... )

P.O.# f PROJECT JOB#: SEE ATTACHED BOTTLE ORDER FOR ANALYSES 0 !check for yes), OR FDA ANAL VSES REQUIRED tenter number of bottles sent for each test for each san

j;AT requested: rush by adv notice only STD 1 wk 3 day 2 daY. 1 day SAMPLER .. COMMENTS ;< CQ ~(;l STATION#or )] "'"" SITE NAME OR SAMnE I.U. ~ ~ § ~~ '-'~ LOCATION 0

"' ~!-

"' :; u u 9/6/09 13:36 Leach Field Discharge Water ww 1

I

911710 13:07 ~ Leach Field Discharge Water ww 1 9129!0< 10:53 Leach Field Discharge Water ww 1

1 Travel Blank

*MATRIX TYPES: RSW =Raw Surface Water RGW = Raw Ground Water

C.FW = Chlor(am)inated Finished Water CWW =Chlorinated Waste Water F'W =Other Finished Water WW =Other Waste Water

RECEIVED BY:

REUNQUISHED BY:

RECEIVED BY:

C-Q-C/1

Classified · Internal use

BW =Bottled Water SW =Storm Water

I

SO = Soil SL =Sludge

OF

• 750 Royal Oak Dr., Suite 100 Monrovia, California, 91016-3629 Tel: 626 386 11 oo Fax: 626 386 1101 1 800 566 LABS (1 800 566 5227)


Flags Legend:


H1 - Sample analysis performed past holding time. Data not acceptable for regulatory compliance. Sample received too close

to holding time for analysis within hold time.

4/8


750 Royal Oak Dr., Suite 100 Monrovia, California, 91016-3629 Tel: 626 386 1100 Fax: 626 3B6 1101 1 BOO 566 LABS ( 1 BOO 566 5227)

CCDA WATERS, LLC -Shasta Plant lgnachio Mori 210 Ski Village Dr. Mt Shasta, CA 96067


200910020065 Leach Field Discharge Water







Result Federal MCL

5.8

5.2

5.3

5/8



Units

mg/L 5

mg/L 5

mg/L 5

Prepared


• CCDA WATERS, LLC ·Shasta Plant lgnachio Mori 210 Ski Village Dr. Mt Shasta, CA 96067

Analyzed QC Ref # Method Analyte

Leach Field Discharge Water (200910020065)

EPA 410.4 ·Chemical Oxygen Demand (COD) 10/06/2009 10:24 526676 (EPA410.4) Chemical Oxygen Demand (COD)


EPA 410.4. Chemical Oxygen Demand (COD) 10/06/2009 10:27 526676 (EPA 410.4) Chemical Oxygen Demand (COD)


EPA 410.4 ·Chemical Oxygen Demand (COD) 10/06/2009 10:28 526676 (EPA 410.4) Chemical Oxygen Demand (COD)


6/8

Result

5.8 (H1)

5.2

5.3



Units MRL Dilution

Sampled on 09/06/2009 1336

mg/L 5

Sampled on 09/17/2009 1307

mg/L 5

Sampled on 09/29/2009 1 053

mg/L 5



QC Ref# 526676 • Chemical Oxygen Demand (COD)

200910020065 Leach Field Discharge Water 200910020066 Leach Field Discharge Water 20091 0020067 Leach Field Discharge Water

7/8




750 Royal Oak Dr., Suite 100 Monrovia, California, 91016-3629

Tel: 626 386 1100

Fax: 626 386 1101 1 800 566 LABS ( 1 800 566 5227)

CCDA

QC Type Analyte

•

Native Spiked Recovered


Units Yield(%) Limits(%) RPDLimit

(%)

QC Ref# 526676 ·Chemical Oxygen Demand (COD) by EPA 410.4 Analysis Date: 10/06/2009

LCS1

LCS2

MBLK

MRL_CHK

MS_20091 0020065

MSD _20091 0020065



Chemical Oxygen Demand (COD) <5




Spike recovery is already corrected for native results. Spikes which exceed Limits and Method Blanks with positive results are highlighted by Underlining. Criteria forMS and Dup are advisory only, batch control is based on LCS. Criteria for duplicates

are advisory only, unless otherwise specified in the method. (S) Indicates surrogate compound. 8/8 (I) Indicates internal standard compound. RPD not calculated for LCS2 when different a concentration than LCS1 is used

mg/L

mg/L

mg/L

mg/L

mg/L

mg/L


107 (90-110)

108 (90-110) 20

142 (50-150)

100 (90-110)

100 (90-110) 20

RPD%

1.5

0.40