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The Lathrop Urban Runoff Study: Final Study Results Rachel Pisor CA/NV AWWA Annual Conference 10/1/2013

The Lathrop Urban Runoff Study: Final Study Resultsca-nv-awwa.org/canv/downloads/sessions/09/Session09_1630...The Lathrop Urban Runoff Study: Final Study Results Rachel Pisor CA/NV

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The Lathrop Urban Runoff Study:

Final Study Results

Rachel Pisor

CA/NV AWWA Annual Conference

10/1/2013

Outline Study Design

Water Quality Concerns and Regulations

Water Quality Parameters

• Organic Carbon concentrations and loads

• Bromide concentrations and loads

• Total Trihalomethane Formation Potential

concentrations

Land use Analysis

• Current land Use

• Build Out

Conclusions

Study Location

Study Design

Stonebridge

M1

Historic

Stonebridge

Industrial

Historic

Mossdale

Residential

Industrial

M2

M3

M5

San Joaquin

River at Mossdale

Lathrop Region San Joaquin River Station

Pumping Station

M6

Region

characteristics

•Historic: the original, historic

region of the city. No in-

ground storm sewer.

Stormwater is dealt with by

detention basins

•Industrial: Primarily industrial

and commercial land uses

•Stonebridge: new

development

•Mossdale residential: new

development, some land is

not yet developed

Typical Station Set Up

Water Quality Concerns

Organic Carbon and Bromide are precursors

to many disinfection byproducts (DBPs).

DBPs are associated with an increased risk of

cancer; liver, kidney and central nervous

system problems; and adverse reproductive

effects

Currently only a few DBPs (trihalomethanes

and haloacetic acids) are regulated

Water Quality RegulationsNo Maximum Contaminant Levels (MCLs) for

Organic Carbon or Bromide

The CALFED Water Quality Program source water

targets at Delta water intakes 3.0 mg/L for Total Organic Carbon

0.05 mg/L for Bromide

The EPA Stage 1 Disinfectant and Disinfection

Byproducts Rule• MCL for Total Trihalomethanes (TTHM) of 0.080 mg/L

• Maximum Contaminant Level Goal (MCLG) of Zero for

bromoform and bromodichloromethane

• MCLG of 0.06 mg/L for Dibromochloromethane.

Water Quality Regulations

Stage 1 D/DBP cont’d

• The rule set a MCL for 0.010 for Bromate for

treatment plants using ozone

• The rule set requirements of percentage of

TOC removal based on source water alkalinity

15% to 50% removal based on TOC concentration,

and alkalinity range (0-120 mg/L as CaCO3)

Public Health Goals

• TTHM Public Health Goal is currently in

development

Total and Dissolved Organic Carbon(n=4-10)

Dissolved Organic Carbon (DOC)

All City

Sta

tions

SJR

at M

ossd

ale

M1

M2

M3

M5

M6

Histo

ric

Indu

stria

l D

OC

(m

g/L

)

0

5

10

15

20

25

Total Organic Carbon (TOC)

All City

Sta

tions

SJR

at M

ossd

ale

M1

M2

M3

M5

M6

Histo

ric

Indu

stria

l

TO

C (

mg

/L)

0

5

10

15

20

25

Organic Carbon Trends

TOC Trends

Nov

-10

Jan-

11

Mar

-11

May

-11

Jul-1

1

Sep

-11

Nov

-11

Jan-

12

Mar

-12

TO

C (

mg/L

)

0

2

4

6

8

10

12

14

16

18

City Median TOC

SJR TOC

TOC at Vernalis

DOC Trends

Nov

-10

Jan-

11

Mar

-11

May

-11

Jul-1

1

Sep-1

1

Nov

-11

Jan-

12

Mar

-12

D

OC

(m

g/L

)0

2

4

6

8

10

12

14

16

18

City Median DOC

SJR DOC

DOC at Vernalis

Organic Carbon Loads

(Season 2)Date of Storm Event

Station 11/7/2010 11/20/2010 12/18/2010 3/19/2011 3/24/2011 6/5/2011

Approximate

Precipitation

0.49 0.95 0.94 0.68 0.73 0.34

M1 (kg) N/A 38.6 16.3 12.9 52.3 0

M2 (kg) 55.6 103.5 42.6 25.7 101.4 20.9

M3 (kg) 21.2 28.4 8.8 12.2 14.6 20.9

M6 (kg) 3.8 N/A 5.0 3.4 7.3 2.7

Historic (kg) 53.7 155.8 29.5 N/A 40.1 125.4

Industrial (kg) N/A 128.4 67.9 N/A N/A 38.4

SJR at Mossdale

(kg)

19680.8 24886.3 53801.5 108648.2 236925.2 121444.2

Lathrop’s

percentage

<1% 1.8% <1% <1% <1% <1%

Lathrop’s total

(kg)

134.4 454.7 170.2 54.2 215.6 208.1

Organic Carbon Loads

(Season 3)Date of Storm event

Station 10/5/2011 1/20/2012 3/17/2012 3/24/2012

Approximate

Precipitation (in.)

0.77 0.94 0.68 0.38

M1 83.4 25.0 31.2 4.3

M2 136.8 30.7 40.3 63.5

M3 71.4 78.8 16.2 4.8

M5 144.4 24.8 7.7 4.5

M6 7.7 3.8 4.9 1.3

Historic 187.4 89.5 97.3 14.9

Industrial 124.6 164.6 0.1 2.2

SJR at Mossdale

(kg)

10,193.3 25,832.2 27,965.4 6,916.4

Lathrop’s

percentage

6.9% 1.6% <1% 1.4%

Lathrop’s total

(kg)

755.7 417.1 197.7 95.4

Dissolved Bromide

(n=4-10)Dissolved Bromide Concentrations

All City

Sta

tions

SJR

at M

ossd

ale

M1

M2

M3

M5

M6

Histo

ric

Indu

stria

l

Dis

so

lve

d B

rom

ide (

mg

/L)

0.0

0.2

0.4

0.6

0.8

1.0

1.2

1.4

Bromide Loads (Season 2)

Date of Storm Event

Station 11/7/2010 11/20/2010 12/18/2010 3/19/2011 3/24/2011 6/5/2011

Approximate

Precipitation

(in.)

0.49 0.95 0.94 0.68 0.73 0.34

M1 (kg) N/A 0.51 0.22 1.29 10.95 0

M2 (kg) 0.20 2.00 0.52 1.43 8.45 0.85

M3 (kg) 0.24 0.30 0.17 1.3 0.30 2.80

M6 (kg) 0.01 N/A 0.02 0.08 0.11 0.18

Historic (kg) 0.12 0.51 <R.L. N/A <R.L. 0.89

Industrial (kg) N/A 2.36 0.72 N/A N/A 7.22

SJR at

Mossdale (kg)

19681.8 24886.3 53801.5 108648.2 236925.2 121444.2

Lathrop’s

percentage

<1% <1% <1% <1% <1% <1%

Lathrop’s

total (kg)

0.57 5.68 1.65 4.08 19.81 11.93

Bromide Loads (Season 3)Date of Storm event

Station 10/5/2011 1/20/2012 3/17/2012 3/24/2012

Approximate

Precipitation (in.)

0.77 0.94 0.68 0.38

M1 3.95 0.85 0.89 0.15

M2 1.19 0.085 0.28 1.13

M3 0.84 1.19 0.63 0.17

M5 0.35 0.92 0.11 0.07

M6 0.04 0.03 0.06 N/A

Historic 0.77 <R.L. 0.17 0.07

Industrial 21.92 16.46 0.01 0.21

SJR at Mossdale 396.4 2421.77 1720.95 443.70

Lathrop’s

percentage

7.48% <1% <1% <1%

Lathrop’s total 32.06 19.53 2.15 1.71

Trihalomethane Formation Potential

(n=2-7)THMFP Concentrations

City

Com

bine

d

SJR

at M

ossd

ale

M1

M2

M3

M5

M6

Histo

ric

Indu

stria

l

TH

MF

P (

ug/L

)

0

200

400

600

800

1000

1200

1400

1600

1800

2000

Trihalomethane Formation Potential Trends

THMFP Trends

Nov

-10

Jan-

11

Mar

-11

May

-11

Jul-1

1

Sep

-11

Nov

-11

Jan-

12

TH

MF

P (

ug/L

)

0

100

200

300

400

500

600

700

City THMFP

SJR THMFP

Conclusions

ConcentrationsVariability in the Mossdale residential region for all constituents

Higher concentrations at Historic station for organic carbon and

THMFP

Higher concentrations at Industrial station for bromide

Decreasing trends from fall to spring in carbon and THMFP, both

indicating a first flush effect

LoadsLow loads for organic carbon and bromide (~1% of total River

load)

Land Use analysisLathrop’s impervious cover at buildout is estimated to be 61.2%

Lathrop’s current (2010) impervious cover is 25.4%

Special Thanks to:DES Administrative Support City of Lathrop Staff

Dale Hoffman-Floerke Kirk Cloyd

Eric Oppenheimer Mary Grace Houlihan

Michael Hendrick Stephen Salvatore

Dean Messer Milt Daley

Cindy Garcia O&M support staff

MWQI Field Support MCC Control Systems

David Gonzalez Bob Pitts

Steve San Julian Max Hanson

Mark Bettencourt Dennis

Arin Conner

Eric Haydt MWQI Section

Ken New Carol DiGiorgio

Julia Walle Sonia Miller

Jason Moore

Sacramento Maintenance Yard Joe Christen

Jay Korteum Otome Lindsey

NCRO Flow Data State Water Contractors Specific Projects

Michael Baldwin Committee

Brett Larsen John Coburn

Rachel Pisor

[email protected]

(916)376-9716

Questions??