Attachment 3q - PC Staff Report 11-7-24-MND and Tech Studies — Riverside City Council, April 22, 2025

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PR-2024-001656 (TM) Exhibit 8 - MND and Technical Studies Property Loca,tlon
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■ Address ! l(not reporte,d)
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State: I California
ZIP Code :

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EOR ■ 6 Armstrong ~oad, Sh elton, CT 06484 ■ 1-800-552-00 50 r- .,
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PR-2024-001656 (TM) Exhibit 8 - MND and Technical Studies Wetlands
U.S. Fish and Wildlife Service, National Standards and Support Team, [email protected]
Wetlands
Estuarine and Marine Deepwater
Estuarine and Marine Wetland
Freshwater Emergent Wetland
Freshwater Forested/Shrub Wetland
Freshwater Pond
Lake
Other
Riverine
December 2, 2019
00 .055 0 .110.0275 mi
0 0.09 0.180.045 km
1:3,417
This page was produced by the NWI mapper
National Wetlands Inventory (NWI)
This map is for general reference only. The US Fish and Wildlife Service is not responsible for the accuracy or currentness of t he base data shown on this map. All wetlands related data should be used in accordance with the layer metadata found on the Wetlands Mapper web site.
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PR-2024-001656 (TM) Exhibit 8 - MND and Technical Studies 1 Corbet, Lauren
From: Corbet, Lauren
Sent: Monday, December 2, 2019 10:02 AM
To: [email protected]
Subject: Public Records Request
Hello,

This firm is performing a Phase I Environmental Site Assessment for the property located at the following addresses:

Southeast Corner of Victoria Ave. and La Sierra Ave., Riverside, CA 92503

We are requesting any information from your department pertaining to the above property.

Please feel free to contact Kevin Ballesteros with any questions or concerns at 310-854-6300 or [email protected]. Thank you for your assistance with this information.

Regards,

Lauren Corbet | Environmental Specialist
EFI Global, Inc.

Los Angeles, CA
DIRECT 310.854.6300 | FAX 310.854.0199
CELL: 323.326.6124 | EMAIL: [email protected] CSLB License #: 885902
www.efiglobal.com | Caring counts®

&lob'al
PR-2024-001656 (TM) Exhibit 8 - MND and Technical Studies 1 Ballesteros, Kevin EFI
From: Corbet, Lauren
Sent: Tuesday, December 10, 2019 12:25 PM
To: Ballesteros, Kevin EFI
Subject: FW: Public Records Request
Follow Up Flag: Follow up
Flag Status: Flagged
Categories: Client Respond
045.02270

Hi Kevin,

Let me know if I should reply to the below email saying that the property is vacant and has no physical address associated with it.

Regards,

Lauren Corbet | Environmental Specialist
EFI Global, Inc.

Los Angeles, CA
DIRECT 310.854.6300 | FAX 310.854.0199
CELL: 323.326.6124 | EMAIL: [email protected] CSLB License #: 885902
www.efiglobal.com | Caring counts®

From: WB‐RB8‐FileReview8 <[email protected]> Sent: Tuesday, December 10, 2019 12:21 PM
To: Corbet, Lauren <[email protected]>
Subject: RE: Public Records Request

Good afternoon,

Unfortunately, we do not use APN numbers or cross streets to maintain our files. We only use facility names and/or physical address numbers to locate files. If you can provide a numerical address or facility name, we can carry out your request.

If we can be of further assistance, please do not hesitate to contact us again.

Thank you,
File Review Desk
3737 Main St. Suite 500
Riverside, CA 92501

From: Corbet, Lauren <[email protected]>
Sent: Monday, December 2, 2019 10:02 AM
lobal
PR-2024-001656 (TM) Exhibit 8 - MND and Technical Studies 2 To: WB‐RB8‐FileReview8 <[email protected]> Subject: Public Records Request

Hello,

This firm is performing a Phase I Environmental Site Assessment for the property located at the following addresses:

Southeast Corner of Victoria Ave. and La Sierra Ave., Riverside, CA 92503

We are requesting any information from your department pertaining to the above property.

Please feel free to contact Kevin Ballesteros with any questions or concerns at 310-854-6300 or [email protected]. Thank you for your assistance with this information.

Regards,

Lauren Corbet | Environmental Specialist
EFI Global, Inc.

Los Angeles, CA
DIRECT 310.854.6300 | FAX 310.854.0199
CELL: 323.326.6124 | EMAIL: [email protected] CSLB License #: 885902
www.efiglobal.com | Caring counts®

Any personal data acquired, processed or shared by us will be lawfully processed in line with applicable data protection legislation. If you have any questions regarding how we process personal data refer to our Privacy Notice https://www.sedgwick.com/global‐privacy‐policy. Any communication including this email and files/attachments transmitted with it are confidential and are intended solely for the use of the individual or entity to whom they are addressed. If this message has been sent to you in error, you must not copy, distribute or disclose of the information it contains and you must notify us immediately (contact is within the privacy policy) and delete the message from your system.

PR-2024-001656 (TM) Exhibit 8 - MND and Technical Studies

State of California

STATE WATER RESOURCES CONTROL BOARD

2010-2011

ANNUAL REPORT
FOR

STORM WATER DISCHARGES ASSOCIATED

WITH CONSTRUCTION ACTIVITIES

Reporting Period July 1, 2010 through June 30, 2011

In compliance with the Construction General Permit (CGP) an annual report is required to be submitted electronically via SMARTS by September 1 of each year. This document must be certified and signed, under penalty of perjury, by the appropriate official of your company.

If you have any questions, please contact your Regional Board Storm Water Permit Contact. The names, telephone numbers and e-mail addresses of the Regional Board contacts, as well as the Regional Board office addresses can be found at:
http://www.waterboards.ca.gov/water_issues/programs/stormwater/contact.shtml To find your Regional Board information, match the first digit of your WDID number with the corresponding number that appears in parenthesis on the first line of each Regional Board office.

GENERAL INFORMATION:

Site WDID No:

Owner’s Name: Contact Person:

Physical Address: e-mail:

City: __ Zip: Phone:

Site Name: Contact Person:

Mailing Address: e-mail:

City: State: Zip: Phone:

B. Site Information:

C. General Information:

Was Construction active for three months or longer within this annual reporting period?:

Explanation:

Property Owner Information:

Certification:
still in plan check
Riverside
Hitesh Patel
CA
CA
[email protected]
[email protected]
Hitesh Patel
92307
TTM 36713
Hitesh Patel
Managing Member
La Sierra VIctoria Development LLC
760-963-3475
760-963-3475
Intersection of La Sierra Ave and Victoria Ave
No
apple valley
92503
19215 wild mustang court
2019
2019
2019-08-15 13:01:29.711
2018
2018
8 33C379764
e
PR-2024-001656 (TM) Exhibit 8 - MND and Technical Studies

State of California

STATE WATER RESOURCES CONTROL BOARD

2010-2011

ANNUAL REPORT
FOR

STORM WATER DISCHARGES ASSOCIATED

WITH CONSTRUCTION ACTIVITIES

Reporting Period July 1, 2010 through June 30, 2011

GENERAL INFORMATION:

Site WDID No:

Owner’s Name: Contact Person:

Physical Address: e-mail:

City: __ Zip: Phone:

Site Name: Contact Person:

Mailing Address: e-mail:

City: State: Zip: Phone:

B. Site Information:

C. General Information:

Was Construction active for three months or longer within this annual reporting period?:

Explanation:

Property Owner Information:

Certification:

Still in plan check
Riverside
Hitesh Patel
CA
CA
[email protected]
[email protected]
Hitesh Patel
92307
TTM 36713
Hitesh Patel
Managing Member
La Sierra VIctoria Development LLC
760-963-3475
760-963-3475
Intersection of La Sierra Ave and Victoria Ave
No
apple valley
92503
19215 wild mustang court
2018
2018
2018-08-22 11:08:51.052
2017
2017
8 33C379764
e
PR-2024-001656 (TM) Exhibit 8 - MND and Technical Studies State Water Resources Control Board

NOTICE OF INTENT

GENERAL PERMIT TO DISCHARGE STORM WATER

ASSOCIATED WITH CONSTRUCTION ACTIVITY
(WQ ORDER No. 2009-0009-DWQ)

0.24 La Sierra VIctoria Development LLC
[email protected]
[email protected]
Hitesh Patel

1.25 8.81 Acres
Region 8 - Santa Ana
Intersection of La Sierra Ave and Victoria Ave
[email protected]
951-782-4130
19215 wild mustang court

33.887564
Riverside
October 01, 2018
October 01, 2018
Managing Member
Managing Member
apple valley CA 92307
Sam Akbarpour
Hitesh Patel
Managing Member
23412
-117.46214
Santa Ana River
Riverside CA 92503
Hitesh Patel
Hitesh Patel
TTM 36713
No
Managing Member
*Residential
Level1
La Sierra VIctoria Development LLC
apple valley CA 92307
760-963-3475
760-963-3475
760-963-3475
[email protected]

28.88 October 01, 2019
May 09, 2017
Private Business

8.81 Acres
19215 wild mustang court
e
PR-2024-001656 (TM) Exhibit 8 - MND and Technical Studies Attachments Meta Data Information:

Attachment ID File Name File Description File Hash File Size Date Attached Attachment Type 1913710 RISK RISK 18bcf507620bc251
bf349b5c4b02d75f
e20be80dfc4d9b16
86d31c6211c1
23040 2017-04-26
15:23:55.0
Laboratory Results
1913785 ARIAL ARIAL 4cd1b1fe6fe93442
4cb13bd834a4e40
a49cd1983e54986
868840cedb6181d
6 1262923 2017-04-26
16:36:51.0
Photograph
1913786 RISK RISK 18bcf507620bc251
bf349b5c4b02d75f
e20be80dfc4d9b16
86d31c6211c1
23040 2017-04-26
16:36:51.0
Laboratory Results
1913787 WPCD 1 WPCD 1 a35c61628d63fa7c
559f7471bb92238b
9b6b2784d2bcfc5d
6565866135904f
143251 2017-04-26
16:36:53.0
Facility/Site Map
1913788 WPCD 2 WPCD 2 b1caf4b222c84012
96adace06c678cd5
252431f551101bae
e887188735a3aac
1 136491 2017-04-26
16:36:54.0
Facility/Site Map
1913789 WPCD 3 WPCD 3 745193955a74aa8f
85fd7096ca30b615
9873a5a95246e11
dedb9e9bd642d3a
115021 2017-04-26
16:36:55.0
Facility/Site Map
1913790 WPCD 4 WPCD 4 58c7a27bb0d5734
164a077bf21a3842
64719ce89fb846cd
5e43dc64ba4ecbd3
123015 2017-04-26
16:36:57.0
Facility/Site Map
1913791 SWPPP SWPPP 9dbcadead771eb7
4deab5cdc133e308
d4b7af78dc1f94d5
b8123232fe43b8be
784006 2017-04-26
16:37:04.0
SWPPP
1913792 ARIAL ARIAL 4cd1b1fe6fe93442
4cb13bd834a4e40
a49cd1983e54986
868840cedb6181d
6 1262923 2017-04-26
16:38:16.0
Facility/Site Map
1913793 VICINITY MAP VICINTY MAP 8bbfd460df6c32ed
4f367ba8a6f3ecf32
7944b05ea787208
eea5a1255f46
24736 2017-04-26
16:38:17.0
Facility/Site Map
1914515 NOI Fee Statement
pdf
1058353 2017-04-27
18:27:49.0
Fee Statement PDF
PR-2024-001656 (TM) Exhibit 8 - MND and Technical Studies Fee Statement
Application Id #
Facility/Site
Thank you for submitting Permit Registration Documents (PRDs) for the facility/site referenced above.

The application fee for this submittal is
Please note the application fee is due upon submittal of the PRDs. Permit coverage begins on receipt of payment and a WDID number is assigned. If payment is not received within 60 days the application will be automatically returned as incomplete.

Please m
ake checks payable to: SWRCB
Mail this Fee Statement and to:

Regular Mailing Address:

SWRCB
Storm Water Section
PO Box 1977
Sacramento, CA 95812-1977
Overnight Mailing Address:

SWRCB
Storm Water Section
1001 I Street – 15
th Floor
Sacramento, CA 95814
If you have questions or want to check on the status of the application, email us at [email protected] or call 1-866-563-3107.

Thank You,
Storm Water Help Desk
www.waterboards.ca.gov, ph:1-866-563-3107, fax:(916) 341-5543 1001 I Street, PO Box 1977, Sacramento, California, 95812 EDMUND G. BROWN JR.

FELICIA MARCUS, CHAIR
Riverside CA 92503
TTM 36713

THOMAS HOWARD, EXECUTIVE OFFICER

MATTHEW RODRIQUEZ
April 27, 2017
Intersection of La Sierra Ave
485872
$909.00
$909.00
State Water Resources Control Board
Water Boards
0 RECYCLED PAPER

GOVEANOA

SECRETARY FOR

ENV IRONMENTAL PROTECTION
PR-2024-001656 (TM) Exhibit 8 - MND and Technical Studies Fee Statement
Application Id #
Facility/Site
Thank you for submitting Permit Registration Documents (PRDs) for the facility/site referenced above.

Please m
ake checks payable to: SWRCB
Mail this Fee Statement and to:

Regular Mailing Address:

SWRCB
Storm Water Section
PO Box 1977
Sacramento, CA 95812-1977
Overnight Mailing Address:

Thank You,
Storm Water Help Desk
www.waterboards.ca.gov, ph:1-866-563-3107, fax:(916) 341-5543 1001 I Street, PO Box 1977, Sacramento, California, 95812 EDMUND G. BROWN JR.

FELICIA MARCUS, CHAIR
Riverside CA 92503
TTM 36713

THOMAS HOWARD, EXECUTIVE OFFICER

MATTHEW RODRIQUEZ
May 09, 2017
Intersection of La Sierra Ave
485872
$909.00
$909.00
State Water Resources Control Board
Water Boards
0 RECYCLED PAPER

GOVEANOA

SECRETARY FOR

ENV IRONMENTAL PROTECTION
PR-2024-001656 (TM) Exhibit 8 - MND and Technical Studies

State of California

STATE WATER RESOURCES CONTROL BOARD

2010-2011

ANNUAL REPORT
FOR

STORM WATER DISCHARGES ASSOCIATED

WITH CONSTRUCTION ACTIVITIES

Reporting Period July 1, 2010 through June 30, 2011

GENERAL INFORMATION:

Site WDID No:

Owner’s Name: Contact Person:

Physical Address: e-mail:

City: __ Zip: Phone:

Site Name: Contact Person:

Mailing Address: e-mail:

City: State: Zip: Phone:

B. Site Information:

C. General Information:

Was Construction active for three months or longer within this annual reporting period?:

Explanation:

Property Owner Information:

Certification:

Plans are in plan check
Riverside
Hitesh Patel
CA
CA
[email protected]
[email protected]
Hitesh Patel
92307
TTM 36713
Hitesh Patel
Managing Member
La Sierra VIctoria Development LLC
760-963-3475
760-963-3475
Intersection of La Sierra Ave and Victoria Ave
No
apple valley
92503
19215 wild mustang court
2017
2017
2017-08-02 16:43:02.297
2016
2016
8 33C379764
e
PR-2024-001656 (TM) Exhibit 8 - MND and Technical Studies

STORMWATER POLLUTION PREVENTION PLAN

for

[TTM 36713]

RIS
K LEVEL 1

Leg
ally Responsible Person [LRP):
[La Sierra Victoria Development LLC]
[19215 Wild Mustang Ct. Apple Valley, CA 92307]
[Hitesh Patel]
[760-963-3475]

App
roved Signatory:
[Hitesh Patel]
[760-963-3475]

Prepared for: [Hi tesh Patel]
[La Sierra Victoria Development LLC]
[19215 Wild Mustang Ct. Apple Valley, CA 92307]

Pro
ject Address:
[Intersection of La Sierra Ave & Victoria Ave.]

SWP
PP Prepared by:
[Sake Engineers Inc.]
[400 S. Ramona Ave. Ste. 202 Corona, Ca 92879]
[Sam Akbarpour]

SWP
PP Preparation Date
[4-25-2017]

Est
imated Project Dates:

Start of Construction 10-1-2018 Completion of Construction 10-1-2019

-
PR-2024-001656 (TM) Exhibit 8 - MND and Technical Studies CASQA SWPPP Template i J anuary 2011
Table of Contents
Table of Contents ...................................................................................................................... i Qu
alified SWPPP Developer ................................................................................................... 1 Legally Responsible Person ..................................................................................................... 2 Amendment Log ....................................................................................................................... 3 Section 1 SWPPP Requirements .......................................................................................... 4

1.1 Introduction .................................................................................................................4

1.2 Permit Registration Documents ....................................................................................4

1.3 SWPPP Availability and Implementation .....................................................................5

1.4 SWPPP Amendments ..................................................................................................5

1.5 Retention of Records ...................................................................................................6

1.6 Required Non-Compliance Reporting ..........................................................................8

1.7 Annual Report .............................................................................................................9

1.8 Changes to Permit Coverage ........................................................................................9

1.9 Notice of Termination ..................................................................................................9 Section 2 Project Information .............................................................................................10

2.1 Project and Site Description ....................................................................................... 10

2.1.1 Site Description ..................................................................................................... 10

2.1.2 Existing Conditions................................................................................................ 10

2.1.3 Existing Drainage .................................................................................................. 10

2.1.4 Geology and Groundwater ..................................................................................... 10

2.1.5 Project Description ................................................................................................ 10

2.1.6 Developed Condition ............................................................................................. 11

2.2 Permits and Governing Documents ............................................................................ 11

2.3 Stormwater Run-On from Offsite Areas ..................................................................... 11

2.4 Findings of the Construction Site Sediment and Receiving Water Risk Determination ...................................................................................................................... 12

2.5 Construction Schedule ............................................................................................... 13

2.6 Potential Construction Activity and Pollutant Sources ............................................... 13

2.7 Identification of Non-Stormwater Discharges ............................................................ 13

2.8 Required Site Map Information .................................................................................. 14 PR-2024-001656 (TM) Exhibit 8 - MND and Technical Studies

CASQ
A SWPPP Template ii January 2011

Sec
tion 3 Best Management Practices .................................................................................16

3.1 Schedule for BMP Implementation ............................................................................ 16

3.2 Erosion and Sediment Control ................................................................................... 18

3.2.1 Erosion Control...................................................................................................... 19

3.2.2 Sediment Controls ................................................................................................. 23

3.3 Non-Stormwater Controls and Waste and Materials Management .............................. 27

3.3.1 Non-Stormwater Controls ...................................................................................... 29

3.3.2 Materials Management and Waste Management..................................................... 32

3.4 Post construction Stormwater Management Measures ................................................ 35 Section 4 BMP Inspection, [and] Maintenance [, and Rain Event Action Plans] ..............37

4.1 BMP Inspection and Maintenance .............................................................................. 37

4.2 Rain Event Action Plans ............................................................................................ 37 Section 5 Training ................................................................................................................39 Section 6 Responsible Parties and Operators .....................................................................40

6.1 Responsible Parties .................................................................................................... 40

6.2 Contractor List ........................................................................................................... 41 Section 7 Construction Site Monitoring Program ..............................................................42

7.1 Purpose .................................................................................................................. 42

7.2 Applicability of Permit Requirements .................................................................... 42

7.3. Weather and Rain Event Tracking .......................................................................... 43

7.3.1 Weather Tracking............................................................................................... 43

7.3.2 Rain Gauges ....................................................................................................... 43

7.4 Monitoring Locations ............................................................................................. 43

7.5 Safety and Monitoring Exemptions ........................................................................ 43

7.6 Visual Monitoring .................................................................................................. 45

7.6.1 Routine Observations and Inspections ................................................................ 46

7.6.1.1 Routine BMP Inspections ...........................................................................46

7.6.1.2 Non-Stormwater Discharge Observations ...................................................46

7.6.2 Rain-Event Triggered Observations and Inspections........................................... 46

7.6.2.1 Visual Observations Prior to a Forecasted Qualifying Rain Event ...............47

7.6.2.2 BMP Inspections During an Extended Storm Event ....................................47

7.6.2.2 Visual Observations Following a Qualifying Rain Event ............................47 1111
PR-2024-001656 (TM) Exhibit 8 - MND and Technical Studies

CA
SQA SWPPP Template iii January 2011

7.6.3 Visual Monitoring Procedures ............................................................................ 48

7. 6.4 Visual Monitoring Follow-Up and Reporting ..................................................... 48

7.6.5 Visual Monitoring Locations .............................................................................. 48

7.7 Water Quality Sampling and Analysis .................................................................... 49

7.7.1 Sampling and Analysis Plan for Non-Visible Pollutants in Stormwater Runoff Discharges ..................................................................................................................... 49

7.7.1.1 Sampling Schedule .....................................................................................51

7.7.1.2 Sampling Locations ....................................................................................51

7.7.1.3 Monitoring Preparation ..............................................................................54

7.7.1.4 Analytical Constituents ..............................................................................55

7.7.1.5 Sample Collection ......................................................................................58

7.7.1.6 Sample Analysis .........................................................................................58

7.7.1.7 Data Evaluation and Reporting ...................................................................61

7.7.2 Sampling and Analysis Plan for pH and Turbidity in Stormwater Runoff Discharges ..................................................................................................................... 61

7.7.2.1 Sampling Schedule .....................................................................................61

7.7.2.2 Sampling Locations ....................................................................................62

7.7.2.3 Monitoring Preparation ..............................................................................63

7.7.2.4 Field Parameters .........................................................................................64

7.7.2.5 Sample Collection ......................................................................................64

7.7.2.6 Field Measurements ...................................................................................65

7.7.2.7 Data Evaluation and Reporting ...................................................................65

7.7.3 Additional Monitoring Following an NEL Exceedance ...................................... 67

7.7.3.1 Sampling and Analysis Plan for Suspended Sediment Concentration in Stormwater Runoff Discharges ..................................................................................67

7.7.3.2 Sampling and Analysis Plan for pH, Turbidity, and SSC in Receiving Water ...................................................................................................................69

7.7.4 Sampling and Analysis Plan for Non-Stormwater Discharges ............................. 72

7.7.4.1 Sampling Schedule .....................................................................................72

7.7.4.2 Sampling Locations ....................................................................................72

7.7.4.3 Monitoring Preparation ..............................................................................73

7.7.4.4 Analytical Constituents ..............................................................................74

7.7.4.5 Sample Collection ......................................................................................75

7.7.4.6 Sample Analysis .........................................................................................75 PR-2024-001656 (TM) Exhibit 8 - MND and Technical Studies

CA
SQA SWPPP Template iv January 2011

7.7.4.7 Data Evaluation and Reporting ...................................................................75

7. 7.5 Sampling and Analysis Plan for Other Pollutants Required by the Regional Water Board .................................................................................................................. 77

7.7.5.1 Sampling Schedule .....................................................................................77

7.7.5.2 Sampling Locations ....................................................................................77

7.7.5.3 Monitoring Preparation ..............................................................................78

7.7.5.4 Sample Collection ......................................................................................79

7.7.5.5 Sample Analysis .........................................................................................79

7.7.5.6 Data Evaluation and Reporting ...................................................................81

7.7.6 Training of Sampling Personnel ......................................................................... 81

7.7.7 Sample Collection and Handling ........................................................................ 81

7.7.7.1 Sample Collection ......................................................................................81

7.7.7.2 Sample Handling ........................................................................................82

7.7.7.3 Sample Documentation Procedures ............................................................83

7.8 Active Treatment System Monitoring .................................................................... 83

7.9 Bioassessment Monitoring ..................................................................................... 83

7.10 Watershed Monitoring Option ................................................................................ 83

7.11 Quality Assurance and Quality Control .................................................................. 84

7.11.1 Field Logs .......................................................................................................... 84

7.11.2 Clean Sampling Techniques ............................................................................... 84

7.11.3 Chain of Custody ............................................................................................... 84

7.11.4 QA/QC Samples ................................................................................................ 84

7.11.4.1 Field Duplicates .........................................................................................85

7.11.4.2 Equipment Blanks......................................................................................85

7.11.4.3 Field Blanks...............................................................................................85

7.11.4.4 Travel Blanks ............................................................................................85

7.11.5 Data Verification ................................................................................................ 85

7.12 Records Retention .................................................................................................. 86 CSMP Attachment 1: Weather Reports.................................................................................88 CSMP Attachment 2: Monitoring Records ...........................................................................90 CSMP Attachment 3: Example Forms ..................................................................................92 CSMP Attachment 4: Field Meter Instructions ................................................................... 103 CSMP Attachment 5: Supplemental Information ................................................................ 105 PR-2024-001656 (TM) Exhibit 8 - MND and Technical Studies

CA
SQA SWPPP Template v January 2011

Se
ction 8 References .......................................................................................................... 107 Appendix A: Calculations ..................................................................................................... 108 Appendix B: Site Maps ......................................................................................................... 110 Appendix C: Permit Registration Documents ........................................................................ 112 Appendix D: SWPPP Amendment Certifications ................................................................... 114 Appendix E: Submitted Changes to PRDs ............................................................................. 117 Appendix F: Construction Schedule ..................................................................................... 119 Appendix G: Construction Activities, Materials Used, and Associated Pollutants ................. 121 Appendix H: CASQA Stormwater BMP Handbook Portal: Construction Fact Sheets ............ 125 Appendix I: BMP Inspection Form ...................................................................................... 127 Appendix J: Project Specific Rain Event Action Plan Template ........................................... 135 Appendix K: Training Reporting Form ................................................................................. 139 Appendix L: Responsible Parties .......................................................................................... 141 Appendix M: Contractors and Subcontractors ....................................................................... 145 Appendix N: Construction General Permit ........................................................................... 146

PR-2024-001656 (TM) Exhibit 8 - MND and Technical Studies CASQA SWPPP Template 1 Janua ry 2011

Qu
alified SWPPP Developer
Approval and Certification of the Stormwater Pollution Prevention Plan

Pr
oject Name: TTM 36713

Project Number/ID [if applicable]

“T
his Stormwater Pollution Prevention Plan and Attachments were prepared under my direction to meet the requirements of the California Construction General Permit (SWRCB Orders No. 2009-009- DWQ as amended by Order 2010-0014-DWQ). I certify that I am a Qualified SWPPP Developer in good standing as of the date signed below.”

QSD Signature
Sam Akbarpour
Date
23412
QSD Name
Ci
vil Engineer
QSD Certificate Number
(951) 279-4041
Title and Affiliation
Sa
[email protected]
Telephone Number
Email
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Leg
ally Responsible Person
Approval and Certification of the Stormwater Pollution Prevention Plan Proj
ect Name: TTM 36713

Project Number/ID [if
applicable]

“I
certify under penalty of law that this document and all Attachments were prepared under my direction or supervision in accordance with a system designed to assure that qualified personnel properly gather and evaluate the information submitted. Based on my inquiry of the person or persons who manage the system or those persons directly responsible for gathering the information, to the best of my knowledge and belief, the information submitted is, true, accurate, and complete. I am aware that there are significant penalties for submitting false information, including the possibility of fine and imprisonment for knowing violations."

Legally Responsible Person [if organization]

Signature of [Authorized Representative of] Legally
Res
ponsible Person or Approved Signatory
Date

Name of [Authorized Representative of] Legally
Res
ponsible Person or Approved Signatory
Telephone Number

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SQA SWPPP Template 3 January 2011

Ame
ndment Log

Pr
oject Name: TTM 36713

Project Number/ID [if applicable]

Am
endment
No. Date Brief Description of Amendment, include
section and page number
Prepared and Approved
By
N ame:

QSD#
N ame:

QSD#
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Section 1 SWPPP Requirements

1.1 INTRODUCTION
The [TTM 36713] project comprises approximately [8.81 acres] and is located [intersection of La Sierra Ave. & Victoria Ave.] in [Riverside], California. The property is owned by [La Sierra Victoria Development LLC ] and is being developed by [La Sierra Victoria Development LLC].

The projects location is shown on the Site Map in Appendix B.

This
Stormwater Pollution Prevention Plan (SWPPP) is designed to comply with California’s General Permit for Stormwater Discharges Associated with Construction and Land Disturbance Activities (General Permit) Order No. 2009-0009-DWQ as amended by Order No. 2010-0014-DWQ (NPDES No. CAS000002) issued by the State Water Resources Control Board (State Water Board). This SWPPP has been prepared following the SWPPP Template provided on the California Stormwater Quality Association Stormwater Best Management Practice Handbook Portal: Construction (CASQA, 2010). In accordance with the General Permit, Section XIV, this SWPPP is designed to address the following:
• Pollutants and their sources, including sources of sediment associated with construction, construction site erosion and other activities associated with construction activity are controlled;
• Where not otherwise required to be under a Regional Water Quality Control Board (Regional Water Board) permit, all non-stormwater discharges are identified and either eliminated, controlled, or treated;
• Site BMPs are effective and result in the reduction or elimination of pollutants in stormwater discharges and authorized non-stormwater discharges from construction activity to the Best Available Technology/Best Control Technology (BAT/BCT) standard;
Calculations and design details as well as BMP controls for are complete and correct, Appendix A.

1.2 PERMIT REGISTRATION DOCUMENTS
Required Permit Registration Documents (PRDs) shall be submitted to the State Water Board via the Stormwater Multi Application and Report Tracking System (SMARTS) by the Legally Responsible Person (LRP), or authorized personnel (i.e., Approved Signatory) under the direction of the LRP. The project-specific PRDs include:

1. Notice of Intent (NOI);

2. Risk Assessment (Construction Site Sediment and Receiving Water Risk Determination);

3. Site Map;

4. Annual Fee;

5. Signed Certification Statement (LRP Certification is provided electronically with SMARTS PRD submittal); and

6. SWPPP.
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Site Maps can be found in Appendix B. A copy of the submitted PRDs shall also be kept in Appendix C along with the Waste Discharge Identification (WDID) confirmation.

Addi
tional PRDs may be required depending on the construction type and location. Modify and include the below test to address items as applicable.
• Post-construction water balance calculation;
• Active Treatment System (ATS) plan; and
• Dischargers proposing an alternate soil erodibility factor must submit justification (documentation of methods used [e.g. soil particle size analysis].

1.3 SWPPP AVAILABILITY AND IMPLEMENTATION
The discharger shall make the SWPPP available at the construction site during working hours (see Section 7.5 of CSMP for working hours) while construction is occurring and shall be made available upon request by a State or Municipal inspector. When the original SWPPP is retained by a crewmember in a construction vehicle and is not currently at the construction site, current copies of the BMPs and map/drawing will be left with the field crew and the original SWPPP shall be made available via a request by radio/telephone. (CGP Section XIV.C) The SWPPP shall be implemented concurrently with the start of ground disturbing activities.

1.4 SWPPP AMENDMENTS
The SWPPP should be revised when:
• If there is a General Permit violation.
• When there is a reduction or increase in total disturbed acreage (General Permit Section II Part C).
• BMPs do not meet the objectives of reducing or eliminating pollutants in stormwater discharges.

Consider including the following text; modified accordingly Additionally, the SWPPP shall be amended when:
• Ther
e is a change in construction or operations which may affect the discharge of pollutants to surface waters, groundwater(s), or a municipal separate storm sewer system (MS4);
• When there is a change in the project duration that changes the project’s risk level; or • When deemed necessary by the QSD. The QSD has determined that the changes listed in Table 1.1 can be field determined by the QSP. All other changes shall be made by the QSD
as formal amendments to the SWPPP.

The following text should be modified accordingly
The following items shall be included in each amendment:
• Who
requested the amendment;
• The location of proposed change;
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• The reason for change;
• T
he original BMP proposed, if any; and
• The new BMP proposed.

Amendment shall be logged at the front of the SWPPP and certification kept in Appendix D.

The
SWPPP text shall be revised replaced, and/or hand annotated as necessary to properly convey the amendment. SWPPP amendments must be made by a QSD. The following changes have been designated by the QSD as "to be field determined” and constitute minor changes that the QSP may implement based on field conditions.

The QSD shall expand or reduce table as needed for construction site T
able 1.1 List of Changes to be Field Determined
Candi
date changes for field location or
determination by QSP(1)
Check changes that can be field located
or field determined by QSP
Increase quantity of an Erosion or Sediment Control
Mea
sure X
Relocate/Add stockpiles or stored materials X
Relocate or add toilets X
Relocate vehicle storage and/or fueling locations X
Relocate areas for waste storage X
Relocate water storage and/or water transfer location X Changes to access points (entrance/exits) X
Change type of Erosion or Sediment Control Measure X
Changes to location of erosion or sediment control X
Minor changes to schedule or phases X
Changes in construction materials X
(1) Any field changes not identified for field location or field determination by QSP must be approved by Q
SD

1.5 RETENTION OF RECORDS
Pape
r or electronic records of documents required by this SWPPP shall be retained for a minimum of three years from the date generated or date submitted, whichever is later, for the following items:
• [NONE]
• [NONE]

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These records shall be available at the Site until construction is complete. Records assisting in th
e determination of compliance with the General Permit shall be made available within a reasonable time, to the Regional Water Board, State Water Board or U.S. Environmental Protection Agency (EPA) upon request. Requests by the Regional Water Board for retention of records for a period longer than three years shall be adhered to.

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1. 6 REQUIRED NON-COMPLIANCE REPORTING
If a discharge violation occurs the QSP shall immediately notify the LRP and the LRP shall file a violation report electronically to the Regional Water Board [within 30 days] of identification of no
n-compliance using SMARTS. Corrective measures will be implemented immediately following the discharge or written notice of non-compliance from the Regional Water Board.

Discharges and corrective actions will be documented on the NAL/NEL Exceedance Site Evaluation Report Form in CSMP Attachment 3 “Example Forms.” Th
e report to the LRP and to the Regional Water Board will contain the following items:
• The date, time, location, nature of operation and type of unauthorized discharge. • The cause or nature of the notice or order.
• The control measures (BMPs) deployed before the discharge event, or prior to receiving notice or order.

The date of deployment and type of control measures (BMPs) deployed after the discharge event, or after receiving the notice or order, including additional measures installed or planned to reduce or prevent re-occurrence.
[Include the Regional Water Board requirements if any]
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1.7 ANNUAL REPORT
The General Permit requires that permittees prepare, certify, and electronically submit an Annual Report no later than September 1st of each year. Reporting requirements are identified in Section XVI of the General Permit. Annual reports will be filed in SMARTS and in accordance with information required by the on-line forms.

1.8 CHANGES TO PERMIT COVERAGE
The General Permit allows for the reduction or increase of the total acreage covered under the General Permit when: a portion of the project is complete and/or conditions for termination of coverage have been met; when ownership of a portion of the project is purchased by a different entity; or when new acreage is added to the project.

Modified PRDs shall be filed electronically within 30 days of a reduction or increase in total disturbed area if a change in permit covered acreage is to be sought. The SWPPP shall be modified appropriately, shall be logged at the front of the SWPPP and cetrification of SWPPP amendments are to be kept in Appendix D. Updated PRDs submitted electronically via SMARTS can be found in Appendix E.

1.9 NOTICE OF TERMINATION
A Notice of Termination (NOT) must be submitted electronically by the LRP via SMARTS to terminate coverage under the General Permit. The NOT must include a final Site Map and representative photographs of the project site that demonstrate final stabilization has been achieved. The NOT shall be submitted within 90 days of completion of construction. The Regional Water Board will consider a construction site complete when the conditions of the General Permit, Section II.D have been met.
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Sec
tion 2 Project Information

2.1 PROJECT AND SITE DESCRIPTION

2.1 .1 Site Description
The [TTM 36713] project site comprises approximately [8.81 acres] and is located [intersection of La Sierra Ave. & Victoria Ave.] in [Riverside], California. The project site is located approximately [1.00 mile south] of [Interstate-91. The project site is located approximately [0.97 mile south] of [Arlington Valley Channel]. The project is located at [Lat = 33.887564 / Long = - 117.462140] and is identified on the Site Map in Appendix B.

2.1 .2 Existing Conditions
As of the initial date of this SWPPP, the project site is [existing orange groves]. The project site was previously developed with [land use= LDR]. Historic sources of contamination include:
[there are no known historic sources of contamination at the site].

2.1 .3 Existing Drainage
The project site is [slopes to the north]. The elevation of the project site ranges from [833 to 812] feet above mean sea level (msl). Surface drainage at the site currently flows to the [north], towards [storm drain inlet]. Stormwater is conveyed through [storm drain system]. Stormwater discharges, from the site, [are not] considered direct discharges, as defined by the State Water Board [Santa Ana River]. Existing site topography, drainage patterns, and stormwater conveyance systems are shown on [W.P.C.D. Pg. 4].

The project discharges to [Santa Ana River] that [is not] listed for water quality impairment on the most recent 303(d)-list [for:
• [LIST]
• [LIST]

2. 1.4 Geology and Groundwater
The site is underlain by [alluvial soils consisting of silty sand, sandy silt and silty clay.].

Groundwater occurs beneath the site at approximately [+/-10] feet below ground surface.

2.1 .5 Project Description
Project grading will occur on approximately [8.81 acres] of the project, which comprises approximately [100] percent of the total area. The limits of grading are shown on [W.P.C.D. Pg. 4] in Appendix B. Grading will include [both cut and fill activities], with the total graded material estimated to be [number] cubic yards. Approximately [number] cubic yards of fill mat
erial will be imported during grading activities. Graded materials are expected to be [balanced onsite/hauled away]. Soil will be stockpiled [describe locations] as shown on [W.P.C.D. Pg. 4] in Appendix B.
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2.1.6 Developed Condition
Post construction surface drainage will be directed to the [north] as surface flow through stormwater conveyance systems [sheet flow] towards and will discharge [public storm drain system].

Post construction drainage patterns and conveyance systems are presented on [W.P.C.D. Pg. 4] in Appendix B.

Tab
le 2.1 Construction Site Estimates
Cons
truction site area 8.81 acres
Percent impervious before construction 1 %
Runoff coefficient before construction
Percent impervious after construction 7 %
Runoff coefficient after construction

2.2 PERMITS AND GOVERNING DOCUMENTS
In
addition to the General Permit, the following documents have been taken into account while preparing this SWPPP
• Regional Water Board requirements
• Basin Plan requirements
• Contract Documents
• Air Quality Regulations and Permits
• Federal Endangered Species Act
• National Historic Preservation Act/Requirements of the State Historic Preservation Office
• State of California Endangered Species Act
• Clean Water Act Section 401 Water Quality Certifications and 404 Permits • CA Department of Fish and Game 1600 Streambed Alteration Agreement

2. 3 STORMWATER RUN-ON FROM OFFSITE AREAS
There is no anticipated offsite run-on to this construction site because [Describe reasons for no offsite run-on [e.g., existing BMPs or stormwater conveyance system to prevent on-site flow, no up-gradient drainage area, etc.)].
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2.4 FINDINGS OF THE CONSTRUCTION SITE SEDIMENT AND
REC

EIVING WATER RISK DETERMINATION
Part A
A co
nstruction site risk assessment has been performed for the project and the resultant risk level is Risk Level [1].

The risk level was determined though the use of the [SMARTS]. The risk level is based on proj
ect duration, location, proximity to impaired receiving waters and soil conditions. A copy of the Risk Level determination submitted on SMARTS with the PRDs is included in Appendix C.

Part
B
Table 2.2 and Table 2.3 summarize the sediment and receiving wat er risk factors and document the sources of information used to derive the factors.

Table 2.2 Summary of Sediment Risk
RUSLE
Factor Valu e Method for establishing value
R 28.88 SMARTS
K 0.24 SMARTS
LS 1.25393343 SMARTS
Total Predicted Sediment Loss (tons/acre) 8.691263390016

Overall Sediment Risk
Low
Sediment Risk < 15 tons/ acre
Medium Sediment Risk >= 15 and < 75 tons/acre
High Sediment Risk >= 75 tons/acre
Low
Medium
High

Runoff from the project site discharges into [Santa Ana river] that discharge into [water body, and eventually into the water body].

Tab
le 2.3 Summary of Receiving Water Risk
Receiving Water Name
303(d) Listed for
Sediment Related
Pol
lutant(1)
TMDL for Sediment
Related Pollutant(1)
Beneficial Uses of
COLD, SPAWN, and
MIG
RATORY(1)
[Santa Ana river] Yes No Yes No Yes No
Overall Receiving Water Risk Low
High
(1) If yes is selected for any option the Receiving Water Risk is High

For
all SWPPPs select the appropriate Risk Level and modify accordi ngly Risk Level 1
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Risk Level 1 sites are subject to the narrative effluent limitations specified in the General Permit.

The narrative effluent limitations require stormwater discharges associated with construction activity to minimize or prevent pollutants in stormwater and authorized non-stormwater through the use of controls, structures, and best management practices. This SWPPP has been prepared to address Risk Level 1 requirements (General Permit Attachment C).

2.5 CONSTRUCTION SCHEDULE
The site sediment risk was determined based on construction taking place between [10-1-2018] and [10-1-2019]. Modification or extension of the schedule (start and end dates) may affect risk dete
rmination and permit requirements. The LRP shall contact the QSD if the schedule changes during construction to address potential impact to the SWPPP. The estimated schedule for planned work can be found in Appendix F.
[Include additional descriptions of significant grading phases and work near drainages or receiving water.]

2.6 POTENTIAL CONSTRUCTION ACTIVITY AND POLLUTANT SOURCES Appendix G includes a list of construction activities and associated materials that are anticipated to be used onsite. These activities and associated materials will or could potentially contribute pollutants, other than sediment, to stormwater runoff.

The anticipated activities and associated pollutants were used in Section 3 to select the Best Man
agement Practices for the project. Location of anticipated pollutants and associated BMPs are show on the Site Map in Appendix B.

For
sampling requirements for non-visible pollutants associated with construction activity please refer to Section 7.7.1. For a full and complete list of onsite pollutants, refer to the Material Saf
ety Data Sheets (MSDS), which are retained onsite at the construction trailer.

2.7 IDENTIFICATION OF NON-STORMWATER DISCHARGES
Non-stormwater discharges consist of discharges which do not originate from precipitation events. The General Permit provides allowances for specified non-stormwater discharges that do not cause erosion or carry other pollutants.

Non-stormwater discharges into storm drainage systems or waterways, which are not authorized under the General Permit and listed in the SWPPP, or authorized under a separate NPDES permit, are prohibited.

Non-stormwater discharges that are authorized from this project site include the following:
• [NONE]
• [NONE]

Th
ese authorized non-stormwater discharges will be managed with the stormwater and non- stormwater BMPs described in Section 3 of this SWPPP and will be minimized by the QSP.

Act
ivities at this site that may result in unauthorized non-stormwater discharges include:
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• [NONE]
• [NONE]

St
eps will be taken, including the implementation of appropriate BMPs, to ensure that unauthorized discharges are eliminated, controlled, disposed, or treated on-site.

Discharges of construction materials and wastes, such as fuel or paint, resulting from dumping, spills, or direct contact with rainwater or stormwater runoff, are also prohibited.

Consider including the following text, not required by CGP The following discharge(s) have been authorized by (a) regio nal NPDES permit(s):
• [LIST Discharge and Governing Permit or State NONE]

2. 8 REQUIRED SITE MAP INFORMATION
The construction project’s Site Map(s) showing the project location, surface water boundaries, geographic features, construction site perimeter and general topography and other requirements identified in Attachment B of the General Permit is located in Appendix B. Table 2.6 identifies Map
or Sheet Nos. where required elements are illustrated.

Table 2.6 Required Map Information
Included on
Map/Plan Sheet
No. (1 )
Required Element
Pg. 1 The project’s surrounding area (vicinity)
Pg. 4 Site layout
Pg. 4 Construction site boundaries
Pg. 3 Drainage areas
N/A Discharge locations
N/A Sampling locations
N/A Areas of soil disturbance (temporary or permanent)
Pg. 4 Active areas of soil disturbance (cut or fill)
Pg. 4 Locations of runoff BMPs
Pg. 4 Locations of erosion control BMPs
Pg. 4 Locations of sediment control BMPs
N/A ATS location (if applicable)
Pg. 4 Loc ations of sensitive habitats, watercourses, or other features which are not to be disturbed
Pg. 4 Locations of all post construction BMPs
Pg. 4 Waste storage areas
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Table 2.6 Required Map Information
Included on
Map/Plan Sheet
No. ( 1)
Required Element
Pg. 4 Vehicle storage areas
Pg. 4 Material storage areas
Pg. 1 Entrance and Exits
Pg. 4 Fueling Locations
Notes: (1) Indicate maps or drawings that information is included on (e.g., Vicinity Map, Site Map, Drainage Plans, Gra
ding Plans, Progress Maps, etc.)
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Se
ction 3 Best Management Practices

3.1 SCHEDULE FOR BMP IMPLEMENTATION
[Include additional descriptions of significant grading phases and work near drainages or receiving water.]
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SQA SWPPP Template 17 January 2011

Ta
ble 3.1 BMP Implementation Schedule
BMP Implementation Duration
Erosion
Control
EC-1, Scheduling Prior to Construction Entirety of Project

Sediment Control
SE-7 Street Sweeping and Vacuuming During the Construction Entirety of Project SE-8 Sandbag Barrier Start of Construction Entirety of Project

Tracking
Control
TC-1 Stabilized Construction
Entrance/Exit Start of Construction Entirety of Project

Wind
Erosion

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3.2 EROSION AND SEDIMENT CONTROL
Er
osion and Sediment Control Worksheet
General Permit BMP Requirements Ap plicable
to Project?
CGP
Pg #
Associated
CASQA
BMP
s
Selected
BMPs
BMP Requirements for Erosion and Sediment Control (Attachment C, D, & E parts D and E) Implement effective wind erosion control. NO Pg 5 of Att.

C, D & E WE-1
Provide effective soil cover for inactive areas and finished sl
opes, open space, utility backfill, and completed lots. NO Pg 5 of Att.

C, D & E
EC-5
EC-16
Limit the use of plastic materials when more sustainable, en
vironmentally friendly alternatives exist. Where plastic materials are deemed necessary, the QSD shall consider the use of plastic materials resistant to solar degradation.

NO
Pg 5 of Att.

C, D & E WM-3
Establish and maintain effective perimeter controls and st
abilize construction entrances and exits to sufficiently control erosion and sediment discharges from the site.

YES
Pg 5 of Att.

C, D & E
SE-1 ,SE-5
SE-7, TC-1
TC-2, TC-
3 WM-3
SE-7, TC-1
On sites where sediment basins are to be used, at a
mi
nimum, design sediment basins according to the method
provided in Stormwater BMP Handbook Portal:

Construction.

NO
Pg 5 of Att.

C, D & E SE-02
Implement appropriate erosion control BMPs (runoff
co
ntrol and soil stabilization) in conjunction with sediment control BMPs for areas under active
4 construction.

YES
Pg 5 of Att.

C, D & E
EC-1, EC-
2 EC-5, EC-
9 EC-10,
EC-16
SE-1, SE-4
SE-5,
EC-1
Apply linear sediment controls along the toe of the slope; fa
ce of the slope; and at the grade breaks of exposed slopes to comply with sheet flow lengths in accordance with
General Permit.

RL 2 and 3
only
Pg 5 of Att.

D & E SE-1 ,SE-5
SE-7
Ensure that construction activity traffic to and from the pro
ject is limited to entrances and exits that employ
effective controls to prevent offsite tracking of sediment.

RL 2 and 3
only
Pg 6 of Att.

D & E
TC-1
TC-2
TC-3
SE-7

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Erosion and Sediment Control Worksheet
General Permit BMP Requirements Ap plicable
to Project?
CGP
Pg #
Associated
CASQA
BMP
s
Selected
BMPs
Ensure that storm drain inlets and perimeter controls,
ru
noff control BMPs, and pollutant controls at entrances
and exits (e.g. tire wash-off locations) are maintained and protected from activities that reduce their effectiveness.

RL 2 and 3
only
Pg 6 of Att.

D & E
All BMPs
Inspect on a daily basis immediate access roads. At a
mi
nimum daily (when necessary) and prior to a rain event.

The LRP shall remove sediment or other construction
activity-related materials that are deposited on the roads (by vacuuming or sweeping).

RL 2 and 3
only
Pg 6 of Att.

D & E
TC-1
TC-2
TC-3
SE-7

The Regional Water Board may require implementation of
addi
tional site-specific sediment control requirements if the implementation of the other requirements in this section is not adequately protecting the receiving waters.

Pg 5 Att. C
Pg 6 Att. D
& E
N/A
BMP Requirements for Run-on and Runoff Controls (Attachment C, D, & E parts F) Effectively manage run-on, runoff within the site and
ru
noff that discharge off the site.

Pg 5 Att. C
Pg 6 Att. D
& E

Run-on from off-site shall be directed away from disturbed ar
eas or shall collectively be in compliance with the
effluent limitation in the CGP.

Pg 5 Att. C
Pg 6 Att. D
& E

BMP Requirements for Air Deposition (Attachment C, D, & E parts B.6) Control the air deposition of site materials and from site ope
rations. Such particulates can include, but are not
limited to, sediment, nutrients, trash, metals, bacteria, oil and grease and organics.

No
Pg 4 of Att.

C, D & E WE-1

Er
osion and sediment controls are required by the General Permit to provide effective reduction or elimination of sediment related pollutants in stormwater discharges and authorized non- stormwater discharges from the Site. Applicable BMPs are identified in this section for erosion control, sediment control, tracking control, and wind erosion control.

3.2.1 Erosion Control
Erosion control, also referred to as soil stabilization, consists of source control measures that are designed to prevent soil particles from detaching and becoming transported in stormwater runoff. Erosion control BMPs protect the soil surface by covering and/or binding soil particles.

This construction project will implement the following practices to provide effective temporary and final erosion control during construction:

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1. Preserve existing vegetation where required and when feasible.

2. Th
e area of soil disturbing operations shall be controlled such that the Contractor is able to implement erosion control BMPs quickly and effectively.

3. Stabilize non-active areas within 14 days of cessation of construction activities or sooner if stipulated by local requirements.

4. Control erosion in concentrated flow paths by applying erosion control blankets, check dams, erosion control seeding or alternate methods.

5. Prior to the completion of construction, apply permanent erosion control to remaining disturbed soil areas.

Sufficient erosion control materials shall be maintained onsite to allow implementation in conformance with this SWPPP.

The following temporary erosion control BMP selection table indicates the BMPs that shall be implemented to control erosion on the construction site. Fact Sheets for temporary erosion control BMPs are provided in Appendix H.
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Table 3.2 Temporary Erosion Control BMPs
CASQA
Fact
Sheet
BMP Name
Meets a
Minimum
Requirement(1)
BMP Used
If not used, state reason
YES NO
EC-1 Scheduling X
EC-2 Preservation of Existing
Vegetation X Not Required for Project
EC-3 Hydraulic Mulch (2) X Not Required for Project
EC-4 Hydroseed (2) X Not Required for Project
EC-5 Soil Binders (2) X Not Required for Project
EC-6 Straw Mulch (2) X Not Required for Project
EC-7 Geotextiles and Mats (2) X Not Required for Project EC-8 Wood Mulching (2) X Not Required for Project
EC-9 Earth Dike and Drainage Swales (3) X Not Required for Project EC-10 Velocity Dissipation Devices X Not Required for Project EC-11 Slope Drains X Not Required for Project
EC-12 Stream Bank Stabilization X Not Required for Project EC-14 Compost Blankets (2) X Not Required for Project EC-15 Soil Preparation-Roughening X Not Required for Project EC-16 Non-Vegetated Stabilization (2) X Not Required for Project WE-1 Wind Erosion Control X Not Required for Project Alternate BMPs Used: If used, state reason:

(1) Applicability to a specific project shall be determined by the QSD. (2) The QSD shall ensure implementation of one of the minimum measures listed or a combination thereof to achieve and maintain the Risk Level requirements.
(3) Run-on from offsite shall be directed away from all disturbed areas, diversion of offsite flows may require design/analysis by a licensed civil engineer and/or additional environmental permitting
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These temporary erosion control BMPs shall be implemented in conformance with the following guidelines and as outlined in the BMP Factsheets provided in Appendix H. If there is a conflict bet
ween documents, the Site Map will prevail over narrative in the body of the SWPPP or guidance in the BMP Fact Sheets. Site specific details in the Site Map prevail over standard details included in the Site Map. The narrative in the body of the SWPPP prevails over guidance in the BMP Fact Sheets.

Scheduling
-Avoid rainy periods. Schedule major grading operations during dry months when practical.

Allow enough time before rainfall begins to stabilize the soil with vegetation or physical means or to install sediment trapping devices.

-Plan the project and develop a schedule showing each phase of construction. Clearly show how the rainy season relates to soil disturbing and re-stabilization activities. Incorporate the construction schedule into the SWPPP.

-Include on the schedule, details on the rainy season implementation and deployment of:

-Erosion control BMPs
-Sediment control BMPs
-Tracking control BMPs
-Wind erosion control BMPs
-Non-stormwater BMPs
-Waste management and materials pollution control BMPs

-Include dates for activities that may require non-stormwater discharges such as dewatering, sawcutting, grinding, drilling, boring, crushing, blasting, painting, hydro-demolition, mortar mixing, pavement cleaning, etc.

-Work out the sequencing and timetable for the start and completion of each item such as site clearing and grubbing, grading, excavation, paving, foundation pouring utilities installation, etc., to minimize the active construction area during the rainy season.

-Sequence trenching activities so that most open portions are closed before new trenching begins.
-Incorporate staged seeding and re-vegetation of graded slopes as work progresses. -Schedule establishment of permanent vegetation during appropriate planting time for specified vegetation.

-Non-active areas should be stabilized as soon as practical after the cessation of soil disturbing activities or one day prior to the onset of precipitation.

-Monitor the weather forecast for rainfall.

-When rainfall is predicted, adjust the construction schedule to allow the implementation of soil stabilization and sediment treatment controls on all disturbed areas prior to the onset of rain. -Be prepared year round to deploy erosion control and sediment control BMPs. Erosion may be caused during dry seasons by un-seasonal rainfall, wind, and vehicle tracking. Keep the site -
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stabilized year round, and retain and maintain rainy season sediment trapping devices in operational condition.

-Apply permanent erosion control to areas deemed substantially complete during the project’s defined seeding window.

3.2 .2 Sediment Controls
Sediment controls are temporary or permanent structural measures that are intended to complement the selected erosion control measures and reduce sediment discharges from active construction areas. Sediment controls are designed to intercept and settle out soil particles that have been detached and transported by the force of water.

The following sediment control BMP selection table indicates the BMPs that shall be implemented to control sediment on the construction site. Fact Sheets for temporary sediment control BMPs are provided in Appendix H.
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Table 3.3 Temporary Sediment Control BMPs
CASQA
Fact
Sheet
BMP Name
Meets a
Minimum
Requirement(1)
BMP used
If not used, state reason
YES NO
SE-1 Silt Fence (2) (3) X Not Required for Project
SE-2 Sediment Basin X Not Required for Project
SE-3 Sediment Trap X Not Required for Project
SE-4 Check Dams X Not Required for Project
SE-5 Fiber Rolls (2)(3) X Not Required for Project
SE-6 Gravel Bag Berm (3) X Not Required for Project
SE-7 Street Sweeping X
SE-8 Sandbag Barrier X
SE-9 Straw Bale Barrier X Not Required for Project
SE-10 Storm Drain Inlet Protection RL2& 3 X Not Required for Project SE-11 ATS X Not Required for Project
SE-12 Temporary Silt Dike X Not Required for Project
SE-13 Compost Sock and Berm (3) X Not Required for Project SE-14 Biofilter Bags (3) X Not Required for Project
TC-1 Stabilized Construction Entrance and Exit X
TC-2 Stabilized Construction Roadway X Not Required for Project TC-3 Entrance Outlet Tire Wash X Not Required for Project Alternate BMPs Used: If used, state reason:

(1) Applicability to a specific project shall be determined by the QSD (2) The QSD shall ensure implementation of one of the minimum measures listed or a combination thereof to achieve and maintain the Risk Level requirements
(3)Risk Level 2 &3 shall provide linear sediment control along toe of slope, face of slope, and at the grade breaks of exposed slope

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These temporary sediment control BMPs shall be implemented in conformance with the following guidelines and in accordance with the BMP Fact Sheets provided in Appendix H. If the
re is a conflict between documents, the Site Map will prevail over narrative in the body of the SWPPP or guidance in the BMP Fact Sheets. Site specific details in the Site Map prevail over standard details included in the Site Map. The narrative in the body of the SWPPP prevails over guidance in the BMP Fact Sheets.

Street Sweeping
-Controlling the number of points where vehicles can leave the site will allow sweeping and vacuuming efforts to be focused, and perhaps save money. - Inspect potential sediment tracking locations daily.

-Visible sediment tracking should be swept or vacuumed on a daily basis.

-Do not use kick brooms or sweeper attachments. These tend to spread the dirt rather than remove it.

-If not mixed with debris or trash, consider incorporating the removed sediment back into the project
Sand
bag Barrier
General
A sandbag barrier consists of a row of sand-filled bags placed on a level contour. When appropriately placed, a sandbag barrier intercepts and slows sheet flow runoff, causing temporary ponding. The temporary ponding allows sediment to settle. Sand-filled bags have limited porosity, which is further limited as the fine sand tends to quickly plug with sediment, limiting or completely blocking the rate of flow through the barrier. If a porous barrier is desired, consider SE-1, Silt Fence, SE-5, Fiber Rolls, SE-6, Gravel Bag Berms or SE-14, Biofilter Bags. Sandbag barriers also interrupt the slope length and thereby reduce erosion by reducing the tendency of sheet flows to concentrate into rivulets which erode rills, and ultimately gullies, into disturbed, sloped soils. Sandbag barriers are similar to gravel bag berms, but less porous. Generally, sandbag barriers should be used in conjunction with temporary soil stabilization controls up slope to provide effective erosion and sediment control.

Stab
ilized Construction Entrance and Exit
-Entrances and exits require periodic top dressing with additional stones.

-This BMP should be used in conjunction with street sweeping on adjacent public right of way.

-Entrances and exits should be constructed on level ground only.

-Stabilized construction entrances are rather expensive to construct and when a wash rack is included, a sediment trap of some kind must also be provided to collect wash water runoff.

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A stabilized construction entrance is a pad of aggregate underlain with filter cloth located at any point where traffic will be entering or leaving a construction site to or from a public right of way, street, alley, sidewalk, or parking area. The purpose of a stabilized construction entrance is to reduce or eliminate the tracking of sediment onto public rights of way or streets. Reducing tracking of sediments and other pollutants onto paved roads helps prevent deposition of sediments into local storm drains and production of airborne dust.

Where traffic will be entering or leaving the construction site, a stabilized construction entrance should be used. NPDES permits require that appropriate measures be implemented to prevent tracking of sediments onto paved roadways, where a significant source of sediments is derived from mud and dirt carried out from unpaved roads and construction sites.

Stabilized construction entrances are moderately effective in removing sediment from equipment leaving a construction site. The entrance should be built on level ground. Advantages of the Stabilized Construction Entrance/Exit is that it does remove some sediment from equipment and serves to channel construction traffic in and out of the site at specified locations. Efficiency is greatly increased when a washing rack is included as part of a stabilized construction entrance/exit.

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3.3 NON-STORMWATER CONTROLS AND WASTE AND MATERIALS
MA

NAGEMENT
Non-Stormwater, Construction Materials & Waste Management Worksheet BMP Requirements Ap plicable
to Project? CGP Pg#
Associated
CASQA
BMPs
BMP
selected for
SWPPP
BMP Requirements for Waste Management (Attachment C, D and E part B.2) Prevent disposal of rinse or wash waters or materials on im
pervious or pervious site surfaces or into the storm drain system.

YES Pg 2, Att. C,
D & E
NS-1, NS-3
NS-8, NS-12
NS-13

NS-8
Ensure the containment of sanitation facilities (e.g., portable to
ilets) to prevent discharges of pollutants to the stormwater drainage system or receiving water.

YES Pg 2, Att. C,
D & E WM-9 WM-9
Clean or replace sanitation facilities and inspecting them re
gularly for leaks and spills. YES Pg 2, Att. C,
D & E WM-9 WM-9
Cover waste disposal containers at the end of every business day an
d during a rain event. NO Pg 2, Att. C,
D & E
WM-1 , M-2
WM-4 , M-5
WM-6, WM-7
WM-10

Prevent discharges from waste disposal containers to the st
ormwater drainage system or receiving water. YES Pg 2, Att. C, D & E
WM-1, WM-2
WM-4, WM-5
WM-6, WM-7
WM-9, WM-10
WM-9
Contain and securely protect stockpiled waste material from wi
nd and rain at all times unless actively being used. NO Pg 2, Att. C, D & E WM-3
Implement procedures that effectively address hazardous and no
n-hazardous spills. NO Pg 2, Att. C,
D & E WM-4
Develop a spill response and implementation element of the SW
PPP prior to commencement of construction activities. The SWPPP shall require that: Equipment and materials for cleanup of spills shall be available onsite and that spills and leaks shall be cleaned up immediately and disposed of properly; and appropriate spill response personnel are assigned and trained.

NO Pg 2, Att. C,
D & E WM-4
Ensure the containment of concrete washout areas and other wa
shout areas that may contain additional pollutants so there is no discharge into the underlying soil and onto the surrounding areas.

YES Pg 3, Att. C,
D & E WM-8 WM-8
BMP Requirements for Construction Material (Attachment C, D, and E part B.1) Conduct an inventory of the products used and/or expected to be use
d and the end products that are produced and/or expected to be produced.

Pg 1, Att. C,
D & E

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Non-Stormwater, Construction Materials & Waste Management Worksheet BMP Requirements Ap plicable
to Project? CGP Pg#
Associated
CASQA
BMPs
BMP
selected for
SWPPP
Cover and berm loose stockpiled construction materials that are no
t actively being used (i.e. soil, spoils, aggregate, fly-ash, stucco, hydrated lime, etc.).

NO Pg 1, Att. C,
D & E WM-3
Store chemicals in watertight containers (with appropriate se
condary containment to prevent spillage or leakage) or in a storage shed (completely enclosed).

NO Pg 2, Att. C,
D & E
WM-1, WM-2
WM-4, WM-6
Minimize exposure of construction materials to precipitation. NO Pg 2, Att. C, D & E
WM-1, WM-2
WM-4, WM-5
WM-6, WM-7
WM-10

Implement BMPs to prevent the off-site tracking of loose co
nstruction and landscape materials. YES Pg 2, Att. C,
D & E
TC-1
TC-2
TC-3
TC-1
BMP Requirements for Vehicle Storage and Maintenance (Attachment C, D and E, part B.3) Prevent oil, grease, or fuel from leaking into the ground, storm drai
ns or surface waters. NO Pg 3, Att. C,
D & E
NS-9
NS-10
Place equipment or vehicles, which are to be fueled, maintained an
d stored in a designated area fitted with appropriate BMPs. NO Pg 2, Att. C, D & E
WM-2, WM-4
NS-9, NS-10
Clean leaks immediately and disposing of leaked materials pro
perly. NO Pg 2, Att. C,
D & E WM-4
BMP Requirements to Control Non-Stormwater Discharges (Attachment C, D and E part C) Implement measures to control non-stormwater discharges durin
g construction. YES Pg 4, Att. C,
D & E
NS-3, NS-8
NS-9, NS-10
NS-12, NS-13
TC-1, TC-2
TC-3

Wash vehicles in such a manner as to prevent non-stormwater dis
charges to surface waters or MS4 drainage systems. YES Pg 4, Att. C, D & E NS-8
Clean streets in such a manner as to prevent non-stormwater dis
charges from reaching surface water or MS4 drainage
systems.

YES Pg 4, Att. C,
D & E
TC-1, TC-2
TC-3, SE-7

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3.3.1 Non-Stormwater Controls
Non
-stormwater discharges into storm drainage systems or waterways, which are not authorized under the General Permit, are prohibited. Non-stormwater discharges for which a separate NPDES permit is required by the local Regional Water Board are prohibited unless coverage under the separate NPDES permit has been obtained for the discharge. The selection of non- stormwater BMPs is based on the list of construction activities with a potential for non- stormwater discharges identified in Section 2.7 of this SWPPP.

The
following non-stormwater control BMP selection table indicates the BMPs that shall be implemented to control sediment on the construction site. Fact Sheets for temporary non- stormwater control BMPs are provided in Appendix H.
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Table 3.4 Temporary Non-Stormwater BMPs
CASQA Fact
Sheet BMP Name
Meets a
Minimum
Requirement(1)
BMP used
If not used, state reason
YES NO
NS-1 Water Conservation Practices X Not Required for Project NS-2 Dewatering Operation X Not Required for Project
NS-3 Paving and Grinding Operation X Not Required for Project NS-4 Temporary Stream Crossing X Not Required for Project NS-5 Clear Water Diversion X Not Required for Project NS-6 Illicit Connection- Illegal Discharge
Connection X N
ot Required for Project
NS-7 Potable Water Irrigation Discharge
Detection X Not Required for Project
NS-8 Vehicle and Equipment Cleaning X
NS-9 Vehicle and Equipment Fueling X Not Required for Project NS-10 Vehicle and Equipment Maintenance X Not Required for Project NS-11 Pile Driving Operation X Not Required for Project NS-12 Concrete Curing X Not Required for Project
NS-13 Concrete Finishing X Not Required for Project
NS-14 Material and Equipment Use Over Water X Not Required for Project NS-15 Demolition Removal Adjacent to Water X Not Required for Project NS-16 Temporary Batch Plants X Not Required for Project Alternate BMPs Used: If used, state reason:
(1) Applicability to a specific project shall be determined by the QSD PR-2024-001656 (TM) Exhibit 8 - MND and Technical Studies

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Non-stormwater BMPs shall be implemented in conformance with the following guidelines and in accordance with the BMP Fact Sheets provided in Appendix H. If there is a conflict between docum
ents, the Site Map will prevail over narrative in the body of the SWPPP or guidance in the BMP Fact Sheets. Site specific details in the Site Map prevail over standard details included in the Site Map. The narrative in the body of the SWPPP prevails over guidance in the BMP Fact Sheets.

Vehicle and Equipment Cleaning
-Other options to washing equipment onsite include contracting with either an offsite or mobile commercial washing business. These businesses may be better equipped to handle and dispose of the wash waters properly. Performing this work offsite can also be economical by eliminating the need for a separate washing operation onsite.
-If washing operations are to take place onsite, then:
-Use phosphate-free, biodegradable soaps.
-Educate employees and subcontractors on pollution prevention measures. -Do not permit steam cleaning onsite. Steam cleaning can generate significant pollutant concentrates.
-Cleaning of vehicles and equipment with soap, solvents or steam should not occur on the project site unless resulting wastes are fully contained and disposed of. Resulting wastes should not be discharged or buried, and must be captured and recycled or disposed according to the requirements of WM-10, Liquid Waste Management or WM-6, Hazardous Waste Management, depending on the waste characteristics. Minimize use of solvents. Use of diesel for vehicle and equipment cleaning is prohibited.
-All vehicles and equipment that regularly enter and leave the construction site must be cleaned offsite.
-When vehicle and equipment washing and cleaning must occur onsite, and the operation cannot be located within a structure or building equipped with appropriate disposal facilities, the outside cleaning area should have the following characteristics:
-Located away from storm drain inlets, drainage facilities, or watercourses -Paved with concrete or asphalt and bermed to contain wash waters and to prevent runon and runoff
-Configured with a sump to allow collection and disposal of wash water -No discharge of wash waters to storm drains or watercourses -Used only when necessary
-When cleaning vehicles and equipment with water:
-Use as little water as possible. High-pressure sprayers may use less water than a hose and should be considered
-Use positive shutoff valve to minimize water usage
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-Facility wash racks should discharge to a sanitary sewer, recycle system or other approved discharge system and must not discharge to the storm drainage system, watercourses, or to groundwater

3.3 .2 Materials Management and Waste Management
Materials management control practices consist of implementing procedural and structural BMPs for handling, storing and using construction materials to prevent the release of those materials into stormwater discharges. The amount and type of construction materials to be utilized at the Site will depend upon the type of construction and the length of the construction period. The materials may be used continuously, such as fuel for vehicles and equipment, or the materials may be used for a discrete period, such as soil binders for temporary stabilization.

Waste management consist of implementing procedural and structural BMPs for handling, storing and ensuring proper disposal of wastes to prevent the release of those wastes into stormwater discharges. [If applicable to the project site, waste management should be conducted in accordance with the Project’s Construction Waste Management Plan.] Mat
erials and waste management pollution control BMPs shall be implemented to minimize stormwater contact with construction materials, wastes and service areas; and to prevent materials and wastes from being discharged off-site. The primary mechanisms for stormwater contact that shall be addressed include:
• Direct contact with precipitation
• Contact with stormwater run-on and runoff
• Wind dispersion of loose materials
• Direct discharge to the storm drain system through spills or dumping • Extended contact with some materials and wastes, such as asphalt cold mix and treated wood products, which can leach pollutants into stormwater.

A list of construction activities is provided in Section 2.6. The following Materials and Waste Man
agement BMP selection table indicates the BMPs that shall be implemented to handle materials and control construction site wastes associated with these construction activities. Fact Sheets for Materials and Waste Management BMPs are provided in Appendix H.

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Table 3.5 Temporary Materials Management BMPs
CASQA Fact
Sheet BMP Name
Meets a
Minimum
Requirement(1)
BMP used
If not used, state reason
YES NO
WM-01 Material Delivery and Storage X Not Required for Project WM-02 Material Use X Not Required for Project
WM-03 Stockpile Management X Not Required for Project WM-04 Spill Prevention and Control X Not Required for Project WM-05 Solid Waste Management X Not Required for Project WM-06 Hazardous Waste Management X Not Required for Project WM-07 Contaminated Soil Management X Not Required for Project WM-08 Concrete Waste Management X
WM-09 Sanitary-Septic Waste
Management X

WM-10 Liquid Waste Management X Not Required for Project Alternate BMPs Used: If used, state reason:

(1) Applicability to a specific project shall be determined by the QSD.

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Material management BMPs shall be implemented in conformance with the following guidelines and in accordance with the BMP Fact Sheets provided in Appendix H. If there is a conflict bet
ween documents, the Site Map will prevail over narrative in the body of the SWPPP or guidance in the BMP Fact Sheets. Site specific details in the Site Map prevail over standard details included in the Site Map. The narrative in the body of the SWPPP prevails over guidance in the BMP Fact Sheets.

Concrete Waste Management
-The following steps will help reduce stormwater pollution from concrete wastes:
-Incorporate requirements for concrete waste management into material supplier and subcontractor agreements.
-Store dry and wet materials under cover, away from drainage areas. Refer to WM-1, Material Delivery and Storage for more information.
-Avoid mixing excess amounts of concrete.
-Perform washout of concrete trucks in designated areas only, where washout will not reach stormwater.
-Do not wash out concrete trucks into storm drains, open ditches, streets, streams or onto the ground. Trucks should always be washed out into designated facilities. -Do not allow excess concrete to be dumped onsite, except in designated areas. -For onsite washout:
- On larger sites, it is recommended to locate washout areas at least 50 feet from storm drains, open ditches, or water bodies. Do not allow runoff from this area by constructing a temporary pit or bermed area large enough for liquid and solid waste. - Washout wastes into the temporary washout where the concrete can set, be broken up, and then disposed properly.
- Washout should be lined so there is no discharge into the underlying soil. -Do not wash sweepings from exposed aggregate concrete into the street or storm drain.

Collect and return sweepings to aggregate base stockpile or dispose in the trash. -See typical concrete washout installation details at the end of this fact sheet.

Sani
tary-Septic Waste Management
-Sanitary or septic wastes should be treated or disposed of in accordance with state and local requirements. In many cases, one contract with a local facility supplier will be all that it takes to make sure sanitary wastes are properly disposed.

Stor
age and Disposal Procedures
-Temporary sanitary facilities should be located away from drainage facilities, watercourses, and from traffic circulation. If site conditions allow, place portable facilities a minimum of 50 feet from drainage conveyances and traffic areas. When subjected to high winds or risk of high winds, temporary sanitary facilities should be secured to prevent overturning. -
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-Temporary sanitary facilities must be equipped with containment to prevent discharge of pollutants to the stormwater drainage system of the receiving water.

-Consider safety as well as environmental implications before placing temporary sanitary facilities.

-Wastewater should not be discharged or buried within the project site.

-Sanitary and septic systems that discharge directly into sanitary sewer systems, where permissible, should comply with the local health agency, city, county, and sewer district requirements.

-Only reputable, licensed sanitary and septic waste haulers should be used.

-Sanitary facilities should be located in a convenient location.

-Temporary septic systems should treat wastes to appropriate levels before discharging.

-If using an onsite disposal system (OSDS), such as a septic system, local health agency requirements must be followed.

-Temporary sanitary facilities that discharge to the sanitary sewer system should be properly connected to avoid illicit discharges.

-Sanitary and septic facilities should be maintained in good working order by a licensed service.

-Regular waste collection by a licensed hauler should be arranged before facilities overflow.

-If a spill does occur from a temporary sanitary facility, follow federal, state and local regulations for containment and clean-up.

3.4 POST CONSTRUCTION STORMWATER MANAGEMENT MEASURES
Post construction BMPs are permanent measures installed during construction, designed to reduce or eliminate pollutant discharges from the site after construction is completed.

This site is located in an area subject to a Phase I or Phase II Municipal Separate Storm Sewer System (MS4) permit approved Stormwater Management Plan. Yes No [If yes, state:

Post construction runoff reduction requirements have been satisfied through the MS4 program, this project is exempt from provision XIII A of the General Permit.] [If no: Identify specific local stormwater requirements (e.g. SUSUMP requirements). Describe results of runoff reduction calculator and the BMPs selected to meet the runoff reduction requirements.]
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The following source control post construction BMPs to comply with General Permit Section XI
II.B and local requirements have been identified for the site:
• [LIST or State NONE]
• [LIST or State NONE]

A
plan for the post construction funding and maintenance of these BMPs has been developed to address at minimum five years following construction. The post construction BMPs that are described above shall be funded and maintained by the [LRP or other]. If required, post co
nstruction funding and maintenance will be submitted with the NOT.

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Section 4 BMP Inspection, [and] Maintenance [,
and Rain Event Action Plans]

4.1 BMP INSPECTION AND MAINTENANCE
The
General Permit requires routine weekly inspections of BMPs, along with inspections before, during, and after qualifying rain events. A BMP inspection checklist must be filled out for inspections and maintained on-site with the SWPPP. The inspection checklist includes the necessary information covered in Section 7.6. A blank inspection checklist can be found in Appendix I. Completed checklists shall be kept in CSMP Attachment 2 “Monitoring Records.

BMP
s shall be maintained regularly to ensure proper and effective functionality. If necessary, corrective actions shall be implemented within 72 hours of identified deficiencies and associated amendments to the SWPPP shall be prepared by the QSD.

Specific details for maintenance, inspection, and repair of Construction Site BMPs can be found in the BMP Factsheets in Appendix H.

4.2 RAIN EVENT ACTION PLANS
Risk Level 1
Rain Event Action Plans (REAPs) are not required for Risk Level 1 projects.

Ris
k Level 2 or 3
The Rain Event Action Plans (REAP) is written document designed to be used as a planning tool by the QSP to protect exposed portions of project sites and to ensure that the discharger has adequate materials, staff, and time to implement erosion and sediment control measures. These measures are intended to reduce the amount of sediment and other pollutants that could be generated during the rain event. It is the responsibility of the QSP to be aware of precipitation forecast and to obtain and print copies of forecasted precipitation from NOAA’s National Weather Service Forecast Office.

The SWPPP includes REAP templates but the QSP will need to customize them for each rain event. Site-specific REAP templates for each applicable project phase can be found in Appendix J. The QSP shall maintain a paper copy of completed REAPs in compliance with the record retention requirements Section 1.5 of this SWPPP. Completed REAPs shall be maintained in Appendix J.

The QSP will develop an event specific REAP 48 hours in advance of a precipitation event forecast to have a 50% or greater chance of producing precipitation in the project area. The REAP will be onsite and be implemented 24 hours in advance of any the predicted precipitation event.

At minimum the REAP will include the following site and phase-specific information:

1. Site Address;

2. Calculated Risk Level (2 or 3);
I
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3. Site Stormwater Manager Information including the name, company and 24-hour emergency telephone number;

4. Erosion and Sediment Control Provider information including the name, company and 24-hour emergency telephone number;

5. Stormwater Sampling Agent information including the name, company, and 24-hour emergency telephone number;

6. Activities associated with each construction phase;

7. Trades active on the construction site during each construction phase;

8. Trade contractor information; and

9. Recommended actions for each project phase.

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Sec
tion 5 Training
The following text should be modified accordingly
Appendix L identifies the QSPs for the project. To promote stormwater management awareness spec
ific for this project, periodic training of job-site personnel shall be included as part of routine project meetings (e.g. daily/weekly tailgate safety meetings), or task specific trainings as needed.

The QSP shall be responsible for providing this information at the meetings, and subsequently completing the training logs shown in Appendix K, which identifies the site-specific stormwater topi
cs covered as well as the names of site personnel who attended the meeting. Tasks may be delegated to trained employees by the QSP provided adequate supervision and oversight is provided. Training shall correspond to the specific task delegated including: SWPPP implementation; BMP inspection and maintenance; and record keeping.

Documentation of training activities (formal and informal) is retained in SWPPP Appendix K. -
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Sec
tion 6 Responsible Parties and Operators

6.1 RESPONSIBLE PARTIES
Approved Signatory(ies) who are responsible for SWPPP implementation and have authority to sign permit-related documents [is/are] listed below. Written authorizations from the LRP for these individuals are provided in Appendix L. The Approved Signatory(ies) assigned to this project [is/are]:

Nam
e Title Phone Number
Hitesh Patel 760-963-3475

QSPs identified for the project are identified in Appendix L. The QSP shall have primary res
ponsibility and significant authority for the implementation, maintenance and inspection/monitoring of SWPPP requirements. The QSP will be available at all times throughout the duration of the project. Duties of the QSP include but are not limited to:
• Implementing all elements of the General Permit and SWPPP, including but not limited to:
o Ensuring all BMPs are implemented, inspected, and properly maintained; o Performing non-stormwater and stormwater visual observations and inspections; o Performing non-stormwater and storm sampling and analysis, as required; o Performing routine inspections and observations;
o Implementing non-stormwater management, and materials and waste management activities such as: monitoring discharges; general Site clean-up; vehicle and equipment cleaning, fueling and maintenance; spill control; ensuring that no materials other than stormwater are discharged in quantities which will have an adverse effect on receiving waters or storm drain systems; etc.;
• The QSP may delegate these inspections and activities to an appropriately trained employee, but shall ensure adequacy and adequate deployment. • Ensuring elimination of unauthorized discharges.
• The QSPs shall be assigned authority by the LRP to mobilize crews in order to make immediate repairs to the control measures.
• Coordinate with the Contractor(s) to assure all of the necessary corrections/repairs are made immediately and that the project complies with the SWPPP, the General Permit and approved plans at all times.
1111
-
1111
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• Notifying the LRP or Authorized Signatory immediately of off-site discharges or other n
on-compliance events.

6.2 CONTRACTOR LIST
Contractor
Name:

Title:

Company:

Address:

Phone Number:

Number (24/7):

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Sec
tion 7 Construction Site Monitoring Program

7.1 Purpose
This
Construction Site Monitoring Program was developed to address the following objectives:

1. To demonstrate that the site is in compliance with the Discharge Prohibitions of the Construction General Permit;

2. To determine whether non-visible pollutants are present at the construction site and are causing or contributing to exceedances of water quality objectives;

3. To determine whether immediate corrective actions, additional Best Management Practices (BMP) implementation, or SWPPP revisions are necessary to reduce pollutants in stormwater discharges and authorized non-stormwater discharges;

4. To determine whether BMPs included in the SWPPP are effective in preventing or reducing pollutants in stormwater discharges and authorized non-stormwater discharges.

7.2 Applicability of Permit Requirements
This project has been determined to be a Risk Level [1] project. The General Permit identifies the following types of monitoring as being applicable for a Risk Level [1] project.

Risk Level 1
• Visual inspections of Best Management Practices (BMPs); • Visual monitoring of the site related to qualifying storm events; • Visual monitoring of the site for non-stormwater discharges; • Sampling and analysis of construction site runoff for non-visible pollutants when applicable; and
• Sampling and analysis of construction site runoff as required by the Regional Water Board when applicable.
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7. 3. Weather and Rain Event Tracking
Visual monitoring and inspections requirements of the General Permit are triggered by a qualifying rain event. The General Permit defines a qualifying rain event as any event that produces ½ inch of precipitation. A minimum of 48 hours of dry weather will be used to distinguish between separate qualifying storm events.

7.3.1 Weather Tracking
The QSP should daily consult the National Oceanographic and Atmospheric Administration (NOAA) for the weather forecasts. These forecasts can be obtained at http://www.srh.noaa.gov/.

Weather reports should be printed and maintained with the SWPPP in CSMP Attachment 1 “Weather Reports”.
[Optionally, identify any other tools, in addition to NOAA probability of precipitation that the QSP will use to track weather.]

7. 3.2 Rain Gauges
The QSP shall install [Enter Number and General Location for On-site Gauges] rain gauge(s) on th
e project site. Locate the gauge in an open area away from obstructions such as trees or overhangs. Mount the gauge on a post at a height of 3 to 5 feet with the gauge extending several inches beyond the post. Make sure that the top of the gauge is level. Make sure the post is not in an area where rainwater can indirectly splash from sheds, equipment, trailers, etc.

The rain gauge(s) shall be read daily during normal site scheduled hours. The rain gauge should be read at approximately the same time every day and the date and time of each reading recorded. Log rain gauge readings in CSMP Attachment 1 “Weather Records”. Follow the rain gauge
instructions to obtain accurate measurements.

Once the rain gauge reading has been recorded, accumulated rain shall be emptied and the gauge reset. [Alternatively, include instructions for an automated recording rain gauge if used.] Fo
r comparison with the site rain gauge, the nearest appropriate governmental rain gauge(s) is located at [Insert location and web site of the applicable governmental rain gauge(s)].

7. 4 Monitoring Locations
Monitoring locations are shown on the Site Maps in Appendix B. Monitoring locations are described in the Sections 7.6 and 7.7.

Wh
enever changes in the construction site might affect the appropriateness of sampling locations, the sampling locations shall be revised accordingly. All such revisions shall be implemented as soon as feasible and the SWPPP amended. Temporary changes that result in a one-time additional sampling location do not require a SWPPP amendment.

7.5 Safety and Monitoring Exemptions
Safety practices for sample collection will be in accordance with the [ENTER TITLE AND

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PROJECT OR PROVIDE SPECIFIC REQUIREMENTS IN THIS SECTION]. A summary of the
safety requirements that apply to sampling personnel is provided below. •
•
•
•

This
project is not required to collect samples or conduct visual observations (inspections) under the following conditions:
• During dangerous weather conditions such as flooding and electrical storms. • Outside of scheduled site business hours.

Scheduled site business hours are: [SPECIFY SITE BUSINESS DAYS AND HOURS].

If
monitoring (visual monitoring or sample collection) of the site is unsafe because of the dangerous conditions noted above then the QSP shall document the conditions for why an exception to performing the monitoring was necessary. The exemption documentation shall be filed in CSMP Attachment 2 “Monitoring Records”.
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7.6 Visual Monitoring
Visual monitoring includes observations and inspections. Inspections of BMPs are required to identify and record BMPs that need maintenance to operate effectively, that have failed, or that could fail to operate as intended. Visual observations of the site are required to observe storm water drainage areas to identify any spills, leaks, or uncontrolled pollutant sources.

Table 7.1 identifies the required frequency of visual observations and inspections. Inspections and observations will be conducted at the locations identified in Section 7.6.3. - PR-2024-001656 (TM) Exhibit 8 - MND and Technical Studies

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Tab
le 7.1 Summary of Visual Monitoring and Inspections
Type of Inspection Frequency
Routine Inspections
BMP Inspections Wee kly1
BMP Inspections – Tracking Control Dai ly
[Biswale] [Quartley]
Non-Stormwater Discharge Observations Quarterly during daylight hours Rain Event Triggered Inspections
Site Inspections Prior to a Qualifying Event Within 48 hours of a qualifying event 2 BMP Inspections During an Extended Storm Event Every 24-hour period of a rainevent 2 Site Inspections Following a Qualifying Event Within 48 hours of a qualifying event 2 1 Mo st BMPs must be inspected weekly; those identified below must be inspected more frequently. 2 Inspections are only required during scheduled site operating hours. Note however, these inspections are required daily regardless of the amount of precipitation.

7.6.1 Routine Observations and Inspections
Rou
tine site inspections and visual monitoring are necessary to ensure that the project is in compliance with the requirements of the Construction General Permit.

7.6.1.1 Routine BMP Inspections
Inspections of BMPs are conducted to identify and record:
• BMPs that are properly installed;
• BMPs that need maintenance to operate effectively;
• BMPs that have failed; or
• BMPs that could fail to operate as intended.

7.6.1.2 Non-Stormwater Discharge Observations
Each drainage area will be inspected for the presence of or indications of prior unauthorized and authorized non-stormwater discharges. Inspections will record:
• Presence or evidence of any non-stormwater discharge (authorized or unauthorized); • Pollutant characteristics (floating and suspended material, sheen, discoloration, turbidity, odor, etc.); and
• Source of discharge.

7.6.2 Rain-Event Triggered Observations and Inspections Visual observations of the site and inspections of BMPs are required prior to a qualifying rain event; following a qualifying rain event, and every 24-hour period during a qualifying rain event. - -
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Pre-rain inspections will be conducted after consulting NOAA and determining that a prec
ipitation event with a 50% or greater probability of precipitation has been predicted.

7.6.2.1 Visual Observations Prior to a Forecasted Qualifying Rain Event Within 48-hours prior to a qualifying event a stormwater visual monitoring site inspection will include observations of the following locations:
• Stormwater drainage areas to identify any spills, leaks, or uncontrolled pollutant sources; • BMPs to identify if they have been properly implemented; • Any stormwater storage and containment areas to detect leaks and ensure maintenance of adequate freeboard.
[BMP inspections and visual monitoring will be triggered by a NOAA prediction of rain in the project area.]
or
Consistent with guidance from the State Water Resources Control Board, pre-rain BMP inspections and visual monitoring will be triggered by a NOAA forecast that indicates a probability of precipitation of 50% or more in the project area. or
BMP inspections and visual monitoring will be triggered by a NOAA quantitative predicted forecast (QPF) that indicates ½-inch or more of rain will occur in the project area.]

7.6 .2.2 BMP Inspections During an Extended Storm Event During an extended rain event BMP inspections will be conducted to identify and record:
• BMPs that are properly installed;
• BMPs that need maintenance to operate effectively;
• BMPs that have failed; or
• BMPs that could fail to operate as intended.

If the construction site is not accessible during the rain event, the visual inspections shall be performed at all relevant outfalls, discharge points, downstream locations. The inspections should record any projected maintenance activities.

7.6.2.2 Visual Observations Following a Qualifying Rain Event Within 48 hours following a qualifying rain event (0.5 inches of rain) a stormwater visual monitoring site inspection is required to observe:
• Stormwater drainage areas to identify any spills, leaks, or uncontrolled pollutant sources; • BMPs to identify if they have been properly designed, implemented, and effective; • Need for additional BMPs;
• Any stormwater storage and containment areas to detect leaks and ensure maintenance of adequate freeboard; and
• Discharge of stored or contained rain water.

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7.6.3 Visual Monitoring Procedures
Vis
ual monitoring shall be conducted by the QSP or staff trained by and under the supervision of the QSP.

The name(s) and contact number(s) of the site visual monitoring personnel are listed below and their training qualifications are provided in Appendix K.

Assigned inspector: Sam Akbarpour Contact phone: 951-279-4041 Alternate inspector: NAME OF INSPECTOR Contact phone: TELEPHONE NUMBER Stor
mwater observations shall be documented on the Visual Inspection Field Log Sheet (see CSMP Attachment 3 “Example Forms”). BMP inspections shall be documented on the site spec
ific BMP inspection checklist. Any photographs used to document observations will be referenced on stormwater site inspection report and maintained with the Monitoring Records in Attachment 2.

The QSP shall within [3] days of the inspection submit copies of the completed inspection report to [Name].

The completed reports will be kept in CSMP Attachment 2 “Monitoring Records”.

7.6 .4 Visual Monitoring Follow-Up and Reporting
Correction of deficiencies identified by the observations or inspections, including required repairs or maintenance of BMPs, shall be initiated and completed as soon as possible.

If identified deficiencies require design changes, including additional BMPs, the implementation of changes will be initiated within 72 hours of identification and be completed as soon as possible. When design changes to BMPs are required, the SWPPP shall be amended to reflect the changes.

Deficiencies identified in site inspection reports and correction of deficiencies will be tracked on the Inspection Field Log Sheet or BMP Inspection Report and shall be submitted to the QSP and shall be kept in CSMP Attachment 2 “Monitoring Records”.

The
QSP shall within [3] days of the inspection submit copies of the completed Inspection Field Log Sheet or BMP Inspection Report with the corrective actions to [Name].

Results of visual monitoring must be summarized and reported in the Annual Report.

7.6.5 Visual Monitoring Locations
The inspections and observations identified in Sections 7.6.1 and 7.6.2 will be conducted at the loc
ations identified in this section.

BMP locations are shown on the Site Maps in SWPPP Appendix A.

There are [Enter Number] drainage area(s) on the project site and the contractor’s yard, staging areas, and storage areas. Drainage area(s) are shown on the Site Maps in Appendix B and Table

7.2 identifies each drainage area by location.

Tab
le 7.2 Site Drainage Areas
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Location
No. L ocation

The
re are [Enter Number] stormwater storage or containment area(s) are on the project site.

Stormwater storage or containment area(s) are shown on the Site Maps in Appendix B and Table

7.3 identifies each stormwater storage or containment area by location.

Tab
le 7.3 Stormwater Storage and Containment Areas
Location
No.

Location

There are [Enter Number] discharge location(s) on the project site. Site stormwater discharge location(s) are shown on the Site Maps in Appendix B and Table 7.4 identifies each stormwater dis
charge location.

Table 7.4 Site Stormwater Discharge Locations
Location
No. Location

7.7 Water Quality Sampling and Analysis

7.7 .1 Sampling and Analysis Plan for Non-Visible Pollutants in Stormwater Runoff Discharges
This Sampling and Analysis Plan for Non-Visible Pollutants describes the sampling and analysis strategy and schedule for monitoring non-visible pollutants in stormwater runoff discharges from the project site.

Sampling for non-visible pollutants will be conducted when (1) a breach, leakage, malfunction, or spill is observed; and (2) the leak or spill has not been cleaned up prior to the rain event; and (3) there is the potential for discharge of non-visible pollutants to surface waters or drainage system.

The following construction materials, wastes, or activities, as identified in Section 2.6, are poten
tial sources of non-visible pollutants to stormwater discharges from the project. Storage, use, and operational locations are shown on the Site Maps in Appendix B. - -- -
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• [NONE]
• [NONE]

The following existing site features, as identified in Section 2.6, are potential sources of non- visi
ble pollutants to stormwater discharges from the project. Locations of existing site features contaminated with non-visible pollutants are shown on the Site Maps in Appendix B. • [NONE]
• [NONE]

Th
e following soil amendments have the potential to change the chemical properties, engineering properties, or erosion resistance of the soil and will be used on the project site. Locations of soil amendment application are shown on the Site Maps in Appendix B. • [NONE]
• [NONE]

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7.7. 1.1 Sampling Schedule
Samples for the potential non-visible pollutant(s) and a sufficiently large unaffected background sample shall be collected during the first two hours of discharge from rain events that result in a sufficient discharge for sample collection. Samples shall be collected during the site’s scheduled hours and shall be collected regardless of the time of year and phase of the construction.

Collection of discharge samples for non-visible pollutant monitoring will be triggered when any of the following conditions are observed during site inspections conducted prior to or during a rain event.
• Materials or wastes containing potential non-visible pollutants are not stored under watertight conditions. Watertight conditions are defined as (1) storage in a watertight container, (2) storage under a watertight roof or within a building, or (3) protected by temporary cover and containment that prevents stormwater contact and runoff from the storage area.
• Materials or wastes containing potential non-visible pollutants are stored under watertight conditions, but (1) a breach, malfunction, leakage, or spill is observed, (2) the leak or spill is not cleaned up prior to the rain event, and (3) there is the potential for discharge of non-visible pollutants to surface waters or a storm drain system. • A construction activity, including but not limited to those in Section 2.6, with the pote
ntial to contribute non-visible pollutants (1) was occurring during or within 24 hours prior to the rain event, (2) BMPs were observed to be breached, malfunctioning, or improperly implemented, and (3) there is the potential for discharge of non-visible pollutants to surface waters or a storm drain system.
• Soil amendments that have the potential to change the chemical properties, engineering properties, or erosion resistance of the soil have been applied, and there is the potential for discharge of non-visible pollutants to surface waters or a storm drain system. • Stormwater runoff from an area contaminated by historical usage of the site has been observed to combine with stormwater runoff from the site, and there is the potential for discharge of non-visible pollutants to surface waters or a storm drain system.

7.7.1.2 Sampling Locations
Sampling locations are based on proximity to planned non-visible pollutant storage, occurrence or use; accessibility for sampling, and personnel safety. Planned non-visible pollutant sampling locations are shown on the Site Maps in Appendix B and include the locations identified in Table

7.5 through 7.10.
[Enter Number] sampling location(s) on the project site and the contractor’s yard have been iden
tified for the collection of samples of runoff from planned material and waste storage areas and areas where non-visible pollutant producing construction activities are planned. [If applicable]
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Table 7.6 Non-Visible Pollutant Sample Locations – Contractors’ Yard Sam
ple Location
Number Sample Location Description
Sample Location Latitude and
Longitude
(Decimal Degrees)
[Enter Number] [Enter Location] [Enter Latitude]
[Enter Longitude]
[Enter Number] [Enter Location] [Enter Latitude]
[Enter Longitude]

[Enter number of locations] sampling locations have been identified for the collection of samples of
runoff from drainage areas where soil amendments will be applied that have the potential to affect water quality.
[If applicable]
Ta
ble 7.7 Non-Visible Pollutant Sample Locations – Soil Amendment Areas Sample Location
Number Sample Location
Sample Location Latitude and
Longitude
(Decimal Degrees)
[Enter Number] [Enter Location] [Enter Latitude]
[Enter Longitude]
[Enter Number] [Enter Location] [Enter Latitude]
[Enter Longitude]

[Enter number of locations] sampling locations have been identified for the collection of samples of
runoff from drainage areas contaminated by historical usage of the site.

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[If applicable]
Ta
ble 7.8 Non-Visible Pollutant Sample Locations – Areas of Historical Contamination Sample Location
Number Sample Location
Sample Location Latitude and
Longitude
(Decimal Degrees)
[Enter Number] [Enter Location] [E nter Latitude]
[Enter Longitude]
[Enter Number] [Enter Location] [E nter Latitude]
[Enter Longitude]

[E
nter Number] sampling location(s) has been identified for the collection of an uncontaminated sample of runoff as a background sample for comparison with the samples being analyzed for non-visible pollutants. This location(s) was selected such that the sample will not have come in contact with the operations, activities, or areas identified in Section 7.7.1 or with disturbed soils ar
eas.
[If applicable]
Table 7.9 Non-Visible Pollutant Sample Locations – Background (Unaffected Sample) Sample Location
Number Sample Location
Sample Location Latitude and
Longitude
(Decimal Degrees)
[Enter Number] [Enter Location] [E nter Latitude]
[Enter Longitude]
[Enter Number] [Enter Location] [E nter Latitude]
[Enter Longitude]

T
able 7.10 Non-Visible Pollutant Sample Locations – Site Run-On Sample Location
Number Sample Location
Sample Location Latitude and
Longitude
(Decimal Degrees)
[Enter Number] [Enter Location] [E nter Latitude]
[Enter Longitude]
[Enter Number] [Enter Location] [E nter Latitude]
[Enter Longitude]

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If a stormwater visual monitoring site inspection conducted prior to or during a storm event iden
tifies the presence of a material storage, waste storage, or operations area with spills or the potential for the discharge of non-visible pollutants to surface waters or a storm drain system that is at a location not listed above and has not been identified on the Site Maps, sampling locations will be selected by the QSP using the same rationale as that used to identify planned locations.

Non-visible pollutant sampling locations shall be identified by the QSP on the pre-rain event inspection form [and/or Rain Event Action Plan] prior to a forecasted qualifying rain event.

7.7 .1.3 Monitoring Preparation
Non-visible pollutant samples will be collected by:

Contractor Yes No
Con
sultant Yes No
Lab
oratory Yes No
Sam
ples on the project site will be collected by the following contractor sampling personnel:

Name/Telephone Number:

Alt
ernate(s)/Telephone Number:

An
adequate stock of monitoring supplies and equipment for monitoring non-visible pollutants will be available on the project site prior to a sampling event. Monitoring supplies and equipment will be stored in a cool temperature environment that will not come into contact with rain or direct sunlight. Sampling personnel will be available to collect samples in accordance with the sampling schedule. Supplies maintained at the project site will include, but are not limited to, clean powder-free nitrile gloves, sample collection equipment, coolers, appropriate number and volume of sample bottles, identification labels, re-sealable storage bags, paper towels, personal rain gear, ice, and Effluent Sampling Field Log Sheets and Chain of Custody (CoC) forms, which are provided in CSMP Attachment 3 “Example Forms”. □ □
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Samples on the project site will be collected by the following [specify laboratory or environmental consultant]:

Com
pany Name:

Str
eet Address:

Cit
y, State Zip:

Tel
ephone Number:

Poi
nt of Contact:

Nam
e of Sampler(s):

Nam
e of Alternate(s):

The QSP or his/her designee will contact [specify name of laboratory or environmental consultant] 24 hours prior to a predicted rain event or for an unpredicted event, as soon as a rain eve
nt begins if one of the triggering conditions is identified during an inspection to ensure that adequate sample collection personnel and supplies for monitoring non-visible pollutants are available and will be mobilized to collect samples on the project site in accordance with the sampling schedule.

7.7.1.4 Analytical Constituents
Table 7.11 lists the specific sources and types of potential non-visible pollutants on the project sit
e and the water quality indicator constituent(s) for that pollutant.

Table 7.11 Potential Non-Visible Pollutants and Water Quality Indicator Constituents Pollutant Source Pollutant Water Quality Indicator
Constituent

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INSTRUCTIONS: RESOURCE – USE TO CREATE PROJECT

SPECIFIC TABLE
Com
mon Non-Visible Pollutants and Water Quality Indicator Constituents Worksheet General Work Activity/Potential
Po
llutants
Water Quality Indicators of Potential
Constituents
(Review product literature and Material Safety Data
Sheets to confirm potential constituents)
Adhesives CO D, Phenols, SVOCs
Asphalt Work VO Cs
Cleaning
Acids pH
Bleaches Re sidual chlorine
TSP Ph osphate
Solvents VO Cs, SVOCs
Detergents MB AS
Concrete / Masonry Work
Sealant (Methyl methacrylate) SVOC
Curing compounds VO Cs, SVOCs, pH
Ash, slag, sand pH, Al, Ca, Va, Zn
Drywall Cu, Al, General Minerals
Framing / Carpentry
Treated Wood Cu, Cr, As, Zn
Particle board Fo rmaldehyde
Untreated wood BO D
Grading / Earthworks
Gypsum / Lime amendments pH
Contaminated Soil Co nstituents specific to known contaminants, check with Laboratory
Heating, Ventilation, Air Conditioning Fr eon
Insulation Al , Zn
Landscaping
Pesticides/Herbicides Pr oduct dependent, see label and check with Laboratory
Fertilizers TK N, NO3, BOD, COD, DOC, Sulfate, NH3,
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Common Non-Vi sible Pollutants and Water Quality Indicator Constituents Worksheet General Work Activity/Potential
Po
llutants
Water Quality Indicators of Potential
Constituents
(Review product literature and Material Safety Data
Sheets to confirm potential constituents)
Phosphate, Potassium
Aluminum sulfate Al , TDS, Sulfate
Liquid Waste Co nstituents specific to materials, check with Laboratory
Painting
Resins CO D, SVOCs
Thinners CO D, VOCs
Paint strippers VO Cs, SVOCs, metals
Lacquers, varnishes, enamels COD, VOCs, SVOCs
Sealants CO D
Adhesives Phe nols, SVOCs
Planting / Vegetation Management
Vegetation stockpiles BO D
Fertilizers TK N, NO3, BOD, COD, DOC, sulfate, NH3,
Phosphate, Potassium
Pesticides/Herbicides Pr oduct dependent, see label and check with Laboratory
Plumbing
Solder, flux, pipe fitting Cu, Pb, Sn, Zn
Pools and Fountains Re sidual chlorine, Cu, chloramines Removal of existing structures Zn , VOCs, PCBs (see also other applicable activity categories, e.g., grading, painting)
Roofing Cu, Pb, VOCs
Sanitary Waste
Se
wer line breaks and Portable Toilets
(using clear fluid – blue fluid is visible if
discharged)
BOD, Total/Fecal coliform
Soil Preparation / Amendments/Dust
Con
trol
Polymer/Co-polymers TK N, NO3, BOD, COD, DOC, Sulfate, Ni Lignin sulfate TD S, alkalinity
Psyllium CO D, TOC
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Common Non-Vis ible Pollutants and Water Quality Indicator Constituents Worksheet General Work Activity/Potential
Pol
lutants
Water Quality Indicators of Potential
Constituents
(Review product literature and Material Safety Data
Sheets to confirm potential constituents)
Guar/Plant Gums COD , TOC, Ni
Solid Waste (leakage) BOD
Utility Line Testing and Flushing Res idual chlorine, chloramines Vehicle and Equipment Use
Batteries Sulf uric acid; Pb, pH
Adapted from Att achment S, Caltrans SWPPP/WPCP Preparation Manual, February 2003, and CASQA Construction BMP Handbook, 2003

7.7.1.5 Sample Collection
Samp
les of discharge shall be collected at the designated non-visible pollutant sampling locations shown on the Site Maps in Appendix B or in the locations determined by observed bre
aches, malfunctions, leakages, spills, operational areas, soil amendment application areas, and historical site usage areas that triggered the sampling event.

Grab samples shall be collected and preserved in accordance with the methods identified in the Table, “Sample Collection, Preservation and Analysis for Monitoring Non-Visible Pollutants” provided in Section 7.7.1.6. Only the QSP, or personnel trained in water quality sampling under the
direction of the QSP shall collect samples.

Sample collection and handling requirements are described in Section 7.7.7.

7.7 .1.6 Sample Analysis
Samples shall be analyzed using the analytical methods identified in the Table 7.12.

Sam
ples will be analyzed by:

Laboratory Name:

Str
eet Address:

Cit
y, State Zip:

Tel
ephone Number:

Poi
nt of Contact:

ELA
P Certification
Number:

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Sam
ples will be delivered to the laboratory by:

Driven by Contractor Yes No
Pic
ked up by Laboratory Courier Yes No
Shippe
d Yes No

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Table 7.12 Sample Collection, Preservation and Analysis for Monitoring Non-Visible Pollutants Constituent Analytical Method
Minimum
Sample
Volume
Sample Containers Sample Preservation Reporting
Limit
Maximum
Holding
Time

Notes:

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7.7.1.7 Data Evaluation and Reporting
The
QSP shall complete an evaluation of the water quality sample analytical results.

Runoff/downgradient results shall be compared with the associated upgradient/unaffected results and any associated run-on results. Should the runoff/downgradient sample show an increased level of the tested analyte relative to the unaffected background sample, which cannot be explained by run-on results, the BMPs, site conditions, and surrounding influences shall be assessed to determine the probable cause for the increase.

As determined by the site and data evaluation, appropriate BMPs shall be repaired or modified to mitigate discharges of non-visible pollutant concentrations. Any revisions to the BMPs shall be recorded as an amendment to the SWPPP.

The General Permit prohibits the storm water discharges that contain hazardous substances equal to or in excess of reportable quantities established in 40 C.F.R. §§ 117.3 and 302.4. The results of any non-stormwater discharge results that indicate the presence of a hazardous substance in excess of established reportable quantities shall be immediately reported to the Regional Water Board and other agencies as required by 40 C.F.R. §§ 117.3 and 302.4.

Results of non-visible pollutant monitoring shall be reported in the Annual Report.

7.7.2 Sampling and Analysis Plan for pH and Turbidity in Stormwater Runoff Discharges
Sampling and analysis of runoff for pH and turbidity is not required for Risk Level 1 projects.

7.7.2.1 Sampling Schedule
Stormwater runoff samples shall be collected for turbidity from all qualifying rain events that result in a discharge from the project site. At minimum, turbidity samples will be collected from each site discharge location draining a disturbed area. A minimum of three samples will be collected per day of discharge during a qualifying event. Samples should be representative of the total discharge from the project each day of discharge during the qualifying event. Typically representative samples will be spaced in time throughout the daily discharge event.

Stormwater runoff samples shall be collected for pH from all qualifying rain events that result in a discharge from the project site. At minimum, pH samples will be collected from each site discharge location during project phases and drainage areas with a high risk of pH discharge. A minimum of three samples will be collected per day of discharge during a qualifying event.

Samples should be representative of the total discharge from the location each day of discharge during the qualifying event. Typically representative samples will be spaced in time throughout the daily discharge event.

Stored or collected water from a qualifying storm event when discharged shall be tested for turbidity and pH (when applicable). Stored or collected water from a qualifying event may be sampled at the point it is released from the storage or containment area or at the site discharge location.

Run-on samples shall be collected whenever the QSP identifies that run-on has the potential to contribute to an exceedance of a NAL [or a NEL].
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7.7.2.2 Sampling Locations
Sam
pling locations are based on the site runoff discharge locations and locations where run-on enters the site; accessibility for sampling; and personnel safety. Planned pH and turbidity sampling locations are shown on the Site Maps in Appendix B and include the locations identified in Table 7.13 and Table 7-14.
[Enter Number] sampling location(s) on the project site and the contractor’s yard have been identified for the collection of runoff samples. Table 7.13 also provides an estimate of the site’s are
a that drains to each location.

Table 7.13 Turbidity and pH Runoff Sample Locations
Sample Location
Number Sample Location Estimate of Site
Drainage [Factor] ( %)
[Enter Number] [Enter Location] [Enter Percent]
[Enter Number] [Enter Location] [Enter Percent]

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Ta
bl
e 7.14 Turbidity and pH Run-On Sample Locations
Sample Location
Number Sample Location
Sample Location Latitude and
Longitude
(Decimal Degrees)
[Enter Number] [Enter Location] [En ter Latitude]
[Enter Longitude]
[Enter Number] [Enter Location] [En ter Latitude]
[Enter Longitude]

The
project does not receive run-on with the potential to exceed NALs or NELs.

7.7.2.3 Monitoring Preparation
Turbidity and pH samples will be collected and analyzed by:

Contractor Yes No
Con
sultant Yes No
Lab
oratory Yes No
Sam
ples on the project site will be collected by the following contractor sampling personnel:

Name/Telephone Number:

Alt
ernate(s)/Telephone Number:

An
adequate stock of monitoring supplies and equipment for monitoring turbidity and will be available on the project site prior to a sampling event. Monitoring supplies and equipment will be stored in a cool temperature environment that will not come into contact with rain or direct sunlight. Sampling personnel will be available to collect samples in accordance with the sampling schedule. Supplies maintained at the project site will include, but are not limited to, field meters, extra batteries; clean powder-free nitrile gloves, sample collection equipment, appropriate sample containers, paper towels, personal rain gear, and Effluent Sampling Field Log Sheets and CoC forms provided in CSMP Attachment 3 “Example Forms”.

The contractor will obtain and maintain the field testing instruments, as identified in Section

7.7.2.6, for analyzing samples in the field by contractor sampling personnel.

Samples on the project site will be collected by the following [specify laboratory or environmental consultant]:

Com
pany Name:

Str
eet Address:
□ □
□ □
□ □
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City, State, Zip:

Tel
ephone Number:

Poi
nt of Contact:

Nam
e of Sampler(s):

Nam
e of Alternate(s):

The QSP or his/her designee will contact [specify name of laboratory or environmental consultant] 24 hours prior to a predicted rain event or for an unpredicted event, as soon as a rain eve
nt begins to ensure that adequate sample collection personnel, supplies for monitoring pH and turbidity are available and will be mobilized to collect samples on the project site in accordance with the sampling schedule.

7.7.2.4 Field Parameters
Samples shall be analyzed for the constituents indicated in the table below “Sample Collection, and Analysis for Monitoring Turbidity and pH.”
Table 7.15 Sample Collection and Analysis for Monitoring Turbidity and pH Parameter Test Method
Minimum
Sample
Volume(1)
Sample Collection
Container Type
Detection
Limit
(minimum)
Turbidity Fie ld meter/probe with
calibrated portable instrument 500 mL
Polypropylene or Glass
(Do not collect in meter
sample cells)
1 NTU
pH
Fie
ld meter/probe with
calibrated portable instrument
or calibrated pH test kit
100 mL Polypropylene 0.2 pH units
Notes: 1 Minimum sample volume recommended. Specific volume requirements will vary by instrument; check i
nstrument manufacturer instructions.

L – Liter
mL – Milliliter
NTU – Nephelometric Turbidity Unit

7.7.2.5 Sample Collection
Sam
ples of discharge shall be collected at the designated runoff and run-on sampling locations shown on the Site Maps in Appendix B. Run-on samples shall be collected within close proxi
mity of the point of run-on to the project.

Only personnel trained in water quality sampling and field measurements working under the direction of the QSP shall collect samples.

Sample collection and handling requirements are described in Section 7.7.7. ------
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7.7.2.6 Field Measurements
Sam
ples collected for field analysis, collection, analysis and equipment calibration shall be in accordance with the field instrument manufacturer’s specifications.

Immediately following collection, samples for field analysis shall be tested in accordance with the field instrument manufacturer’s instructions and results recorded on the Effluent Sampling Field Log Sheet.

The field instrument(s) listed in Table 7.16 will be used to analyze the following constituents:

Tab
le 7.16 Field Instruments
Field Instrument
(Manufacturer and Model) Constituent
pH
Tur bidity

The manufacturers’ instructions are included in CSMP Attachment 4 “Field Meter Instructions”.

Fie
ld sampling staff shall review the instructions prior to each sampling event and follow the instructions in completing measurement of the samples.
• The instrument(s) shall be maintained in accordance with manufacturer’s instructions. • The instrument(s) shall be calibrated before each sampling and analysis event. • Maintenance and calibration records shall be maintained with the SWPPP.

The QSP may authorize alternate equipment provided that the equipment meets the Construction General Permit’s requirements and the manufacturers’ instructions for calibration and use are added to CSMP Attachment 4 “Field Meter Instructions”.

7.7 .2.7 Data Evaluation and Reporting
Immediately upon completing the measurements for the sampling event, provide the Effluent Sampling Field Log Sheets to the QSP for evaluation.

Table 7.17 Numeric Action Levels
Parameter Unit Daily Average
pH pH un its Lower NAL = 6.5
Upper NAL = 8.5
Turbidity NTU 250 NTU

The QSP shall within [Enter Number] days of the sample collection submit copies of the completed Eff luent Sampling Field Log Sheets to [Name of Owners Representative].

In the event that the pH or turbidity NAL is exceeded, the QSP shall immediately notify [Name of Owners Representative] and investigate the cause of the exceedance and identify corrective act
ions.
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Exceedances of NALs shall be electronically reported to the State Water Board by [Name of Owners Representative] through the SMARTs system within 10 days of the conclusion of the sto
rm event. If requested by the Regional Board, a NAL Exceedance report will be submitted.

The NAL Exceedance Report must contain the following information:
• Analytical method(s), method reporting unit(s), and MDL(s) of each parameter; • Date, place, time of sampling, visual observation, and/or measurements, including precipitation; and
• Description of the current BMPs associated with the sample that exceeded the NAL and the proposed corrective actions taken.

Table 7.18 Numeric Effluent Limits Levels
Parameter Unit Daily Average
pH pH un its Lower NEL = 6.0
Upper NEL = 9.0
Turbidity NTU 500 NTU

All pH and turbidity data shall be electronically reported to the State Water Board by [Name of Owners Representative] through SMARTS within 5 days of the conclusion of each storm event.

In the event that the pH or turbidity NEL is exceeded, the QSP shall immediately notify [Name of Owners Representative] and investigate the cause of the exceedance and identify corrective act
ions. Based on the results of the investigation, the QSP shall complete a NEL Violation Report.
[Name of Owners Representative] shall implement the NEL exceedance reporting procedures. [Name of Owners Representative] shall electronically submit a NEL Violation Report through SMA
RTS within 24 hours identifying the exceedance. The NEL Violation Report must contain the following information:
• Analytical method(s), method reporting unit(s), and MDL(s) of each parameter; • Date, place, time of sampling, visual observation, and/or measurements, including precipitation; and
• Description of the current BMPs associated with the sample that exceeded the NEL and the proposed corrective actions taken.

In the event that an NEL was exceeded during a storm event equal to or larger than the compliance storm event ([Enter Number from Section 7.3] inches of rain in a 24 hour period), the
NEL report entered in to SMARTS must also contain readings from the on-site rain gauge and nearby governmental rain gauge readings for verification.

In the event that the NEL exceedance was caused by run-on from a natural disaster (such as a forest fire) a NEL exemption justification shall be submitted with NEL report entered into SMARTS.
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7.7 .3 Additional Monitoring Following an NEL Exceedance

7.7.3.1 Sampling and Analysis Plan for Suspended Sediment Concentration in Stormwater Runoff Discharges

7.7.3.1.1. Sampling Schedule and Locations
When required, stormwater runoff discharge samples shall be collected for SSC from all qualifying rain events that result in a discharge from the project site. At minimum, SSC samples will be collected from each site discharge location where turbidity samples are collected. A minimum of three representative samples will be collected per day of discharge from a qualifying event.

Sampling locations are listed in Section 7.7.2.2.

7.7.3 .1.2. Monitoring Preparation
SSC samples will be collected by:

Contractor Yes No
Con
sultant Yes No
Lab
oratory Yes No
Sam
ples on the project site will be collected by the following contractor sampling personnel:

Name/Telephone Number:

Alt
ernate(s)/Telephone Number:

An
adequate stock of monitoring supplies and equipment for monitoring SSC will be available on the project site prior to a sampling event. Monitoring supplies and equipment will be stored in a cool temperature environment that will not come into contact with rain or direct sunlight.

Sampling personnel will be available to collect samples in accordance with the sampling schedule. Supplies maintained at the project site will include, but are not limited to, clean powder-free nitrile gloves, sample collection equipment, appropriate sample containers, paper towels, personal rain gear, and Effluent Sampling Field Log Sheets and CoC forms provided in CSMP Attachment 3 “Example Forms”.

Samples on the project site will be collected by the following [specify laboratory or environmental consultant]:

Com
pany Name:

Str
eet Address:

Cit
y, State, Zip:

Tel
ephone Number:

Poi
nt of Contact:

Nam
e of Sampler(s):
□ □
□ □
□ □
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Name of Alternate(s):

The QSP or his/her designee will contact [specify name of laboratory or environmental consultant] 24 hours prior to a predicted rain event or for an unpredicted event, as soon as a rain eve
nt begins to ensure that adequate sample collection personnel, supplies for monitoring SSC are available and will be mobilized to collect samples on the project site in accordance with the sampling schedule.

7.7.3.1.3. Sample Collection and Analysis
Samples of runoff discharge shall be collected at the designated sampling locations shown on the Site Maps in Appendix B.

Gra
b samples shall be collected and preserved in accordance with the methods identified in the Table 7.19. Only personnel trained in water quality sampling under the direction of the QSP shal
l collect samples.

Sample collection and handling requirements are described in Section 7.7.7. --
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Tab
le 7.19 Sample Collection, Preservation and Analysis for Monitoring Suspended Sediment Concentration (SSC)
Parameter Test Method Sample
Preservation
Minimum
Sample
Volume(1)
Sample
Bottle
Maximum
Holding
Time
Detection
Limit
(minimum)
Suspended
Sed
iment
Concentration
(SSC)
ASTM
D3977-97
Store at 4˚ C
(39.2˚ F) 200 mL Contact
Laboratory 7 days 5 mg/L

Sam
ples will be analyzed by:

Laboratory Name:

Str
eet Address:

Cit
y, State Zip:

Tel
ephone Number:

Poi
nt of Contact:

Sam
ples will be delivered to the laboratory by:

Driven by Contractor Yes No
Pic
ked up by Laboratory Courier Yes No
Shippe
d Yes No

7.7.3 .1.4. Data Evaluation
There are no regulatory limitations on SSC in runoff. SSC data shall be reported with the Annual Report.

7.7.3.2 Sampling and Analysis Plan for pH, Turbidity, and SSC in Receiving Water Following the exceedance of an NEL receiving water monitoring i s required.

7.7.3.2.1. Sampling Schedule and Locations
Following the exceedance of the pH NEL receiving water samples shall be collected for pH and any parameters required by the Regional Water Board.

Following the exceedance of the turbidity NEL receiving water samples shall be collected for turbidity, SSC, and any parameters required by the Regional Water Board.

Receiving water samples will be collected [Enter Sampling Frequency].

Samp
ling locations are based on the site discharge locations into the receiving water, location accessibility for sampling, and personnel safety. Planned sampling locations Site Maps in Appendix B and include the locations identified below.
□ □
□ □
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[Enter Number] sampling location(s) have been identified for the collection of receiving water sam
ples.

Table 7.20 Receiving Water Sample Locations
Upstream/Upgradient/Background
(This location(s) is a representative and accessible location located as close as possible and upstream from the runoff discharge point)
Sample location number(s) Sample Location Description Sam ple Location Latitude and Longitude
[Enter Number] [Enter Location] [Enter Latitude]
[Enter Longitude]
[Enter Number] [Enter Location] [Enter Latitude]
[Enter Longitude]
Downstream/downgradient
(Thi
s location(s) is a representative and accessible location located as close as possible and downstream from the runoff discharge point)
Sample location number(s) Sample Location Sam ple Location Latitude and Longitude
[Enter Number] [Enter Location] [Enter Latitude]
[Enter Longitude]
[Enter Number] [Enter Location] [Enter Latitude]
[Enter Longitude]

7.7.3 .2.2. Monitoring Preparation
Rece
iving water samples will be collected and analyzed by:

Contractor Yes No
Con
sultant Yes No
Lab
oratory Yes No
Sam
ples on the project site will be collected by the following contractor sampling personnel:

Name/Telephone Number:

Alt
ernate(s)/Telephone Number:

An
adequate stock of monitoring supplies and equipment for monitoring the receiving will be available on the project site prior to a sampling event. Monitoring supplies and equipment will be stored in a cool temperature environment that will not come into contact with rain or direct sunlight. Sampling personnel will be available to collect samples in accordance with the sampling schedule. Supplies maintained at the project site will include, but are not limited to, clean powder-free nitrile gloves, sample collection equipment, field meters, appropriate sample □ □
□ □
□ □
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containers, paper towels, personal rain gear, and Rec eiving Water Sampling Field Log Sheets and CoC forms provided in CSMP Attachment 3 “Example Forms”.

Samples on the project site will be collected by the following [specify laboratory or environmental consultant]:

Com
pany Name:

Str
eet Address:

Cit
y, State, Zip:

Tel
ephone Number:

Poi
nt of Contact:

Nam
e of Sampler(s):

Nam
e of Alternate(s):

The QSP or his/her designee will contact [specify name of laboratory or environmental consultant] 24 hours prior to a planned receiving water sampling event to ensure that adequate sam
ple collection personnel, supplies for monitoring are available and will be mobilized to collect samples on the project site in accordance with the sampling schedule.

7.7.3.2.3. Sample Collection and Analysis
Receiving water samples shall be collected at the designated sampling locations shown on the Site Maps in Appendix B and as identified in Section 7.7.3.2.1.

Only
personnel trained in water quality sampling under the direction of the QSP shall collect samples.

SSC grab samples for laboratory analysis shall be collected and preserved in accordance with the methods identified in the Table, “Sample Collection, Preservation and Analysis for Monitoring SSC” table provided in Section 7.7.3.1.3. Samples will be shipped to the laboratory identified in Section 7.7.3.1.3.

Samples for field parameters shall be analyzed for the constituents indicated in Section 7.7.2.4, “Sa
mple Collection, and Analysis for Monitoring Turbidity and pH.” Turbidity and pH samples shall be analyzed immediately.

Grab samples for parameters required by the Regional Water Board shall be collected and preserved in accordance with the methods identified Section 7.7.5.5. Samples will be shipped to the laboratory identified in Section 7.7.1.6.

Sample collection and handling requirements are described in Section 7.7.7.

7.7.3 .2.3. Data Evaluation and Reporting
The QSP shall complete an evaluation of the receiving water quality sample analytical results.

Downgradient results shall be compared with the associated upgradient/background results and any associated construction runoff results. Should the downgradient sample show an increased level of the tested analyte relative to the upgradient/background sample, the QSP shall initiate an -----
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evaluation of the BMPs, site conditions, and surrounding influences shall be assessed to dete
rmine the probable cause for the increase in the receiving water.

As determined by the evaluation, appropriate BMPs shall be repaired or modified to mitigate discharges of non-visible pollutant concentrations. Any revisions to the BMPs shall be recorded as an amendment to the SWPPP.

Receiving water data shall be reported in the Annual Report.

7.7.4 Sampling and Analysis Plan for Non-Stormwater Discharges This project is not subject to the non-stormwater sampling and analysis requirements of the General Permit because it is a Risk Level 1 project.

Sampling of non-stormwater discharges will be conducted when an authorized or unauthorized non-stormwater discharge is observed discharging from the project site. In the event that non-stormwater discharges run-on to the project site from offsite locations, and this run-on has the potential to contribute to a violation of a NAL [or NEL], the run-on will also be sampled.

The following authorized non-stormwater discharges identified in Section 2.7, have the potential to b
e discharged from the project site.
• [NONE]
• [NONE]

In
addition to the above authorized stormwater discharges, some construction activities have the potential to result in an unplanned (unauthorized) non-stormwater discharge if BMPs fail. These activities include:

• [NONE]
• [NONE]

7. 7.4.1 Sampling Schedule
Samples of authorized or unauthorized non-stormwater discharges shall be collected when they are observed.

7.7.4.2 Sampling Locations
Samples shall be collected from the discharge point of the construction site where the non-stormwater discharge is running off the project site. Site discharge locations are shown on the Site Maps in SWPPP Appendix A and include the locations identified below. [En
ter Number] sampling location(s) on the project site and the contractor’s yard have been identified where non-stormwater discharges may runoff from the project site. [If applicable]
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Sample Location
Num
ber Sample Location
Sample Location Latitude and
Longitude
(Decimal Degrees)
[Enter Number] [Enter Location] [En ter Latitude]
[Enter Longitude]
[Enter Number] [Enter Location] [En ter Latitude]
[Enter Longitude]

[Enter number of locations] sampling locations have been identified for the collection of non
-stormwater discharges that run-on to the project site.

Sample Location
Number Sample Location
Sample Location Latitude and
Longitude
(Decimal Degrees)
[Enter Number] [Enter Location] [Enter Latitude]
[Enter Longitude]
[Enter Number] [Enter Location] [Enter Latitude]
[Enter Longitude]

7.7 .4.3 Monitoring Preparation
Non-stormwater discharge samples will be collected by:

Contractor Yes No
Con
sultant Yes No
Lab
oratory Yes No
Sam
ples on the project site will be collected by the following contractor sampling personnel:

Name/Telephone Number:

Alt
ernate(s)/Telephone Number:

An
adequate stock of monitoring supplies and equipment for monitoring non-stormwater discharges will be available on the project site. Monitoring supplies and equipment will be stored in a cool temperature environment that will not come into contact with rain or direct sunlight. Personnel trained in sampling will be available to collect samples in accordance with the sampling schedule. Supplies maintained at the project site will include, but are not limited to, clean powder-free nitrile gloves, sample collection equipment, field meters, coolers, appropriate number and volume of sample bottles, identification labels, re-sealable storage bags, paper towels, personal rain gear, ice, and Effluent Sampling Field Log Sheets and CoC forms provided in CSMP Attachment 3 “Example Forms”.

The contractor will obtain and maintain the field testing instruments, as identified in Section

7.7.2, for analyzing samples in the field by contractor sampling personnel. □ □
□ □
□ □
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Samples on the project site will be collected by the following [specify laboratory or environmental consultant]:

Com
pany Name:

Str
eet Address:

Cit
y, State Zip:

Tel
ephone Number:

Poi
nt of Contact:

Nam
e of Sampler(s):

Nam
e of Alternate(s):

The QSP or his/her designee will contact [specify name of laboratory or environmental consultant], 24 hours prior to a planned non-stormwater discharge or as soon as an unplanned non
-stormwater discharge is observed to ensure that adequate sample collection personnel, supplies for non-stormwater discharge monitoring are available and will be mobilized to collect samples on the project site in accordance with the sampling schedule.

7.7.4.4 Analytical Constituents
All non-stormwater discharges that flow through a disturbed area shall, at minimum, be monitored for turbidity.

All non-stormwater discharges that flow through an area where they are exposed to pH altering materials shall be monitored for pH.

The QSP shall identify additional pollutants to be monitored for each non-stormwater discharge incident based on the source of the non-stormwater discharge. If the source of an unauthorized non-stormwater discharge is not known, monitoring for pH, turbidity, MBAS, TOC, and residual chlorine or chloramines is recommended to help identify the source of the discharge.

Non-stormwater discharge run-on shall be monitored, at minimum, for pH and turbidity. The QSP shall identify additional pollutants to be monitored for each non-stormwater discharge incident based on the source of the non-stormwater discharge. If the source of an unauthorized non-stormwater discharge is not known, monitoring for pH, turbidity, MBAS, TOC, and residual chlorine or chloramines is recommended to help identify the source of the discharge.

Table 7.21 lists the specific sources and types of potential non-visible pollutants on the project sit
e and the water quality indicator constituent(s) for that pollutant.

Table 7.21 Potential Non-Stormwater Discharge Pollutants and Water Quality Indicator Constituents
Pollutant Source Pollutant Water Quality Indicator
Constituent
Disturbed Areas Sed iment Turbidity
Concrete Work pH pH
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Table 7.21 Potential Non-Stormwater Discharge Pollutants and Water Quality Indicator Con
stituents
Pollutant Source Pollutant Water Quality Indicator
Constituent

7.7 .4.5 Sample Collection
Samples shall be collected at the discharge locations where the non-stormwater discharge is leaving the project site. Potential discharge locations are shown on the Site Maps in Appendix B and identified in Section 7.7.4.2.

Gra
b samples shall be collected and preserved in accordance with the methods identified in Table 7.22. Only personnel trained in water quality sampling under the direction of the QSP shal
l collect samples.

Sample collection and handling requirements are described in Section 7.7.7.

7.7 .4.6 Sample Analysis
Samples shall be analyzed using the analytical methods identified in Table 7.22.

7.7 .4.7 Data Evaluation and Reporting
The QSP shall complete an evaluation of the water quality sample analytical results.

Turbidity and pH results shall be evaluated for compliance with NALs [and NELs] as identified in Section 7.7.2.7.

Runo
ff results shall also be evaluated for the constituents suspected in the non-stormwater discharge. Should the runoff sample indicate the discharge of a pollutant which cannot be explained by run-on results, the BMPs, site conditions, and surrounding influences shall be assessed to determine the probable cause for the increase.

Non-storm water discharge results shall be submitted with the Annual Report.

The General Permit prohibits the non-storm water discharges that contain hazardous substances equal to or in excess of reportable quantities established in 40 C.F.R. §§ 117.3 and 302.4. The results of any non-stormwater discharge results that indicate the presence of a hazardous substance in excess of established reportable quantities shall be immediately reported to the Regional Water Board.

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Table 7.22 Sample Collection, Preservation and Analysis for Monitoring Pollutants in Non-Stormwater Discharges Constituent Analytical Method
Minimum
Sample
Volume
Sample Bottle Sample Preservation Reporting
Limit
Maximum
Holding
Time

Notes:

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7.7.5 Sampling and Analysis Plan for Other Pollutants Required by the Regional Wat
er Board
The Regional Water Board has specified monitoring for the following additional pollutants:
•
•

This
Sampling and Analysis Plan describes the sampling and analysis strategy and schedule for monitoring additional pollutants as specified in the communication from the Regional Water Board dated [Enter Date]. This communication is included in CSMP Attachment 5 “Supplemental Information”.

7.7 .5.1 Sampling Schedule
Runoff samples shall be collected for [Enter Pollutants] from all qualifying rain events that result in
a discharge from the project site. At minimum, samples will be collected from each site discharge location. A minimum of [Enter Number of Samples]samples will be collected per day of
discharge from a qualifying event. Samples should be representative of the total discharge from the location each day of discharge during the qualifying event. Typically representative samples will be spaced in time throughout the daily discharge event.

Stored or collected water from a qualifying storm event will be sampled when discharged. Stored or collected water from a qualifying event may be sampled at the point it is release from the storage or containment area or at the site discharge location.

7.7.5.2 Sampling Locations
Sampling locations are based on the site discharge locations; accessibility for sampling; and personnel safety. Planned sample locations are shown on the Site Maps in Appendix B and incl
ude the locations identified below.
[Enter Number] sampling location(s) on the project site and the contractor’s yard have been identified for the collection of runoff samples.

Table 7.23 Runoff Sample Locations for Other Pollutants Required by the Regional Water Board
Sample Location
Number Sample Location
Sample Location Latitude and
Longitude
(Decimal Degrees)
[Enter Number] [Enter Location] [En ter Latitude]
[Enter Longitude]
[Enter Number] [Enter Location] [En ter Latitude]
[Enter Longitude]
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Sample Location
Num
ber Sample Location
Sample Location Latitude and
Longitude
(Decimal Degrees)
[Enter Number] [Enter Location] [En ter Latitude]
[Enter Longitude]
[Enter Number] [Enter Location] [En ter Latitude]
[Enter Longitude]

7.7.5.3 Monitoring Preparation
Sam
ples will be collected by:

Contractor Yes No
Con
sultant Yes No
Lab
oratory Yes No
Sam
ples on the project site will be collected by the following contractor sampling personnel:

Name/Telephone Number:

Alt
ernate(s)/Telephone Number:

An adequate stock of monitoring supplies and equipment for monitoring [Enter Pollutants] will be
available on the project site prior to a sampling event. Monitoring supplies and equipment will be stored in a cool temperature environment that will not come into contact with rain or direct sunlight. Sampling personnel will be available to collect samples in accordance with the sampling schedule. Supplies maintained at the project site will include, but are not limited to, field meters, and backup; extra batteries; clean powder-free nitrile gloves, sample collection equipment, appropriate sample containers, paper towels, personal rain gear, and Effluent Sampling Field Log Sheets an d CoC forms provided in CSMP Attachment 3 “Example Forms”.

The contractor will obtain and maintain the field testing instruments, as identified in Section

7.7.2, for analyzing samples in the field by contractor sampling personnel.

Samples on the project site will be collected by the following [specify laboratory or environmental consultant]:

Com
pany Name:

Str
eet Address:

Cit
y, State, Zip:

Tel
ephone Number:

Poi
nt of Contact:

Nam
e of Sampler(s):

Nam
e of Alternate(s):

□ □
□ □
□ □
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The QSP or his/her designee will contact [specify name of laboratory or environmental consultant] 24 hours prior to a predicted rain event or for an unpredicted event, as soon as a rain event begins to ensure that adequate sample collection personnel, supplies for monitoring [Enter Pollutants] are available and will be mobilized to collect samples on the project site in acc
ordance with the sampling schedule.

7.7.5.4 Sample Collection
Runoff samples of discharge shall be collected at the designated sampling locations as identified above and shown on the Site Maps in Appendix B and as identified in Section 7.7.5.2.

Gra
b samples shall be collected and preserved in accordance with the methods identified in Table 7.24. Only personnel trained in water quality sampling under the direction of the QSP shal
l collect samples.

Sample collection and handling requirements are described in Section 7.7.7.

7.7 .5.5 Sample Analysis
Samples shall be analyzed using the analytical methods identified in Table 7.24.

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Table 7.24 Sample Collection, Preservation and Analysis for Monitoring Regional Board Required Pollutants Constituent Analytical Method
Minimum
Sample
Volume
Sample Bottle Sample Preservation Reporting
Limit
Maximum
Holding
Time

Notes:

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7.7.5.6 Data Evaluation and Reporting

7.7 .6 Training of Sampling Personnel
Sampling personnel shall be trained to collect, maintain, and ship samples in accordance with the Surface Water Ambient Monitoring program (SWAMP) 2008 Quality Assurance Program Plan (QAPrP). Training records of designated contractor sampling personnel are provided in Appendix K.

The
stormwater sampler(s) and alternate(s) have received the following stormwater sampling training:

Name Training

INSERT LIST OF TRAINING COURSES

The
stormwater sampler(s) and alternates have the following stormwater sampling experience:

Name Experience

INSERT LIST OF STORMWATER SAMPLING EXPERIENCE

7.7 .7 Sample Collection and Handling

7.7.7.1 Sample Collection
Samples shall be collected at the designated sampling locations shown on the Site Maps and listed in the preceding sections. Samples shall be collected, maintained and shipped in accordance with the SWAMP 2008 Quality Assurance Program Plan (QAPrP).

Grab samples shall be collected and preserved in accordance with the methods identified in preceding sections.

To maintain sample integrity and prevent cross-contamination, sample collection personnel shall follow the protocols below.
• Collect samples (for laboratory analysis) only in analytical laboratory-provided sample containers;
• Wear clean, powder-free nitrile gloves when collecting samples; • Change gloves whenever something not known to be clean has been touched; • Change gloves between sites;
• Decontaminate all equipment (e.g. bucket, tubing) prior to sample collection using a trisodium phosphate water wash, distilled water rinse, and final rinse with distilled water. (Dispose of wash and rinse water appropriately, i.e., do not discharge to storm drain or receiving water). Do not decontaminate laboratory provided sample containers; • Do not smoke during sampling events;
• Never sample near a running vehicle;
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• Do not park vehicles in the immediate sample collection area (even non-running ve
hicles);
• Do not eat or drink during sample collection; and
• Do not breathe, sneeze, or cough in the direction of an open sample container.

The most important aspect of grab sampling is to collect a sample that represents the entire runoff stream. Typically, samples are collected by dipping the collection container in the runoff flow paths and streams as noted below.
i. For small streams and flow paths, simply dip the bottle facing upstream until full. ii. For larger stream that can be safely accessed, collect a sample in the middle of the flow stream by directly dipping the mouth of the bottle. Once again making sure that the opening of the bottle is facing upstream as to avoid any contamination by the sampler. iii. For larger streams that cannot be safely waded, pole-samplers may be needed to safely access the representative flow.
iv. Avoid collecting samples from ponded, sluggish or stagnant water. v. Avoid collecting samples directly downstream from a bridge as the samples can be affected by the bridge structure or runoff from the road surface.

Note, that depending upon the specific analytical test, some containers may contain preservatives. These containers should never be dipped into the stream, but filled indirectly from the collection container.

7.7.7.2 Sample Handling
Turbidity and pH measurements must be conducted immediately. Do not store turbidity or pH samples for later measurement.

Samples for laboratory analysis must be handled as follows. Immediately following sample collection:
• Cap sample containers;
• Complete sample container labels;
• Sealed containers in a re-sealable storage bag;
• Place sample containers into an ice-chilled cooler;
• Document sample information on the Effluent Sampling Field Log Sheet; and • Complete the CoC.

All samples for laboratory analysis must be maintained between 0-6 degrees Celsius during delivery to the laboratory. Samples must be kept on ice, or refrigerated, from sample collection through delivery to the laboratory. Place samples to be shipped inside coolers with ice. Make sure the sample bottles are well packaged to prevent breakage and secure cooler lids with packaging tape.

Ship samples that will be laboratory analyzed to the analytical laboratory right away. Hold times are measured from the time the sample is collected to the time the sample is analyzed. The General Permit requires that samples be received by the analytical laboratory within 48 hours of the physical sampling (unless required sooner by the analytical laboratory).

Laboratory Name:

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Address:

Cit
y, State Zip:

Tel
ephone Number:

Poi
nt of Contact:

7.7 .7.3 Sample Documentation Procedures
All original data documented on sample bottle identification labels, Effluent Sampling Field Log Sheet, and CoCs shall be recorded using waterproof ink. These shall be considered accountable documents. If an error is made on an accountable document, the individual shall make corrections by lining through the error and entering the correct information. The erroneous information shall not be obliterated. All corrections shall be initialed and dated.

Duplicate samples shall be identified consistent with the numbering system for other samples to prevent the laboratory from identifying duplicate samples. Duplicate samples shall be identified in the Effluent Sampling Field Log Sheet.

Sample documentation procedures include the following:

Sample Bottle Identification Labels: Sampling personnel shall attach an identification label to each sample bottle. Sample identification shall uniquely identify each sample location.

Fie
ld Log Sheets: Sampling personnel shall complete the Effluent Sampling Field Log Sheet and Receiving Water Sampling Field Log Sheet fo r each sampling event, as appropriate.

Chain of Custody: Sampling personnel shall complete the CoC for each sampling event for which samples are collected for laboratory analysis. The sampler will sign the CoC when the sam
ple(s) is turned over to the testing laboratory or courier.

7.8 Active Treatment System Monitoring
An Active Treatment System (ATS) will be deployed on the site? Yes No

7.9 Bioassessment Monitoring
This project is not subject to bioassessment monitoring because it is not a Risk Level 3 project.

This project is subject to bioassessment monitoring requirements. The bioassessment monitoring program is specified in [Insert the name of plan where the bioassessment monitoring plan is documented].

This
project is subject to bioassessment monitoring requirements. The Regional Water Board has approved a bioassessment sampling exception for the project. Documentation of the sampling exception approval and payment to the SWAMP fund is included in CSMP Attachment 5 “Supplemental Information”.

7.1 0 Watershed Monitoring Option
This project is not participating in a watershed monitoring option.

This project is participating in a watershed monitoring option. ----
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[Insert summary of the watershed monitoring and Regional Board approval of the program]

7.1 1 Quality Assurance and Quality Control
An effective Quality Assurance and Quality Control (QA/QC) plan shall be implemented as part of the CSMP to ensure that analytical data can be used with confidence. QA/QC procedures to be initiated include the following:
• Field logs;
• Clean sampling techniques;
• CoCs;
• QA/QC Samples; and
• Data verification.

Each of these procedures is discussed in more detail in the following sections.

7.11.1 Field Logs
The purpose of field logs is to record sampling information and field observations during monitoring that may explain any uncharacteristic analytical results. Sampling information to be included in the field log include the date and time of water quality sample collection, sampling personnel, sample container identification numbers, and types of samples that were collected.

Field observations should be noted in the field log for any abnormalities at the sampling location (color, odor, BMPs, etc.). Field measurements for pH and turbidity should also be recorded in the field log. A Visual Inspection Field Log, an Effluent Sampling Field Log Sheet, [and a Receiving Water Sampling Field Log Sheet] are included in CSMP Attachment 3 “Example Forms”.

7.1 1.2 Clean Sampling Techniques
Clean sampling techniques involve the use of certified clean containers for sample collection and clean powder-free nitrile gloves during sample collection and handling. As discussed in Section

7.7.7, adoption of a clean sampling approach will minimize the chance of field contamination and
questionable data results.

7.11.3 Chain of Custody
The sample CoC is an important documentation step that tracks samples from collection through analysis to ensure the validity of the sample. Sample CoC procedures include the following:
• Proper labeling of samples;
• Use of CoC forms for all samples; and
• Prompt sample delivery to the analytical laboratory.

Analytical laboratories usually provide CoC forms to be filled out for sample containers. An example CoC is included in CSMP Attachment 3 “Example Forms”.

7.1 1.4 QA/QC Samples
QA/QC samples provide an indication of the accuracy and precision of the sample collection; sample handling; field measurements; and analytical laboratory methods. The following types of QA/QC will be conducted for this project:
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Field Duplicates at a frequency of [5 percent or 1 duplicate minimum per sampling event] (Re
quired for all sampling plans with field measurements or laboratory analysis) Equipment Blanks at a frequency of [Insert frequency required by method] (Onl
y needed if equipment used to collect samples could add the pollutants to sample) Field Blanks at a frequency of [Insert frequency required by method] (Onl
y required if sampling method calls for field blanks)
Travel Blanks at a frequency of [Insert frequency required by method] (Re
quired for sampling plans that include VOC laboratory analysis)

7.11.4.1 Field Duplicates
Field duplicates provide verification of laboratory or field analysis and sample collection.

Duplicate samples shall be collected, handled, and analyzed using the same protocols as primary samples. The sample location where field duplicates are collected shall be randomly selected from the discharge locations. Duplicate samples shall be collected immediately after the primary sample has been collected. Duplicate samples must be collected in the same manner and as close in time as possible to the original sample. Duplicate samples shall not influence any evaluations or conclusion.

7.11.4.2 Equipment Blanks
Equipment blanks provide verification that equipment has not introduced a pollutant into the sample. Equipment blanks are typically collected when:
• New equipment is used;
• Equipment that has been cleaned after use at a contaminated site; • Equipment that is not dedicated for surface water sampling is used; or • Whenever a new lot of filters is used when sampling metals.

7.11.4.3 Field Blanks
Field blanks assess potential sample contamination levels that occur during field sampling activities. De-ioninzed water field blanks are taken to the field, transferred to the appropriate container, and treated the same as the corresponding sample type during the course of a sampling event.

7.11.4.4 Travel Blanks
Travel blanks assess the potential for cross-contamination of volatile constituents between sample containers during shipment from the field to the laboratory. De-ioninzed water blanks are taken along for the trip and held unopened in the same cooler with the VOC samples.

7.11.5 Data Verification
After results are received from the analytical laboratory, the QSP shall verify the data to ensure that it is complete, accurate, and the appropriate QA/QC requirements were met. Data must be verified as soon as the data reports are received. Data verification shall include:
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• Check the CoC and laboratory reports.

M
ake sure all requested analyses were performed and all samples are accounted for in the reports.
• Check laboratory reports to make sure hold times were met and that the reporting levels meet or are lower than the reporting levels agreed to in the contract. • Check data for outlier values and follow up with the laboratory.

Occasionally typographical errors, unit reporting errors, or incomplete results are reported and should be easily detected. These errors need to be identified, clarified, and corrected quickly by the laboratory. The QSP should especially note data that is an order of magnitude or more different than similar locations, or is inconsistent with previous data from the same location.
• Check laboratory QA/QC results.

EPA establishes QA/QC checks and acceptable criteria for laboratory analyses. These data are typically reported along with the sample results. The QSP shall evaluate the reported QA/QC data to check for contamination (method, field, and equipment blanks), precision (laboratory matrix spike duplicates), and accuracy (matrix spikes and laboratory control samples). When QA/QC checks are outside acceptable ranges, the laboratory must flag the data, and usually provides an explanation of the potential impact to the sample results.
• Check the data set for outlier values and, accordingly, confirm results and re-analyze samples where appropriate.

Sample re-analysis should only be undertaken when it appears that some part of the QA/QC resulted in a value out of the accepted range. Sample results may not be discounted unless the analytical laboratory identifies the required QA/QC criteria were not met and confirms this in writing.

Field data including inspections and observations must be verified as soon as the field logs are received, typically at the end of the sampling event. Field data verification shall include:
• Check field logs to make sure all required measurements were completed and appropriately documented;
• Check reported values that appear out of the typical range or inconsistent; Follow-up immediately to identify potential reporting or equipment problems, if appropriate, recalibrate equipment after sampling;
• Verify equipment calibrations;
• Review observations noted on the field logs; and
• Review notations of any errors and actions taken to correct the equipment or recording errors.

7.12 Records Retention
All records of stormwater monitoring information and copies of reports (including Annual Reports) must be retained for a period of at least three years from date of submittal or longer if required by the Regional Water Board.

Results of visual monitoring, field measurements, and laboratory analyses must be kept in the SWPPP along with CoCs, and other documentation related to the monitoring.

Records are to be kept onsite while construction is ongoing. Records to be retained include:

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• The date, place, and time of inspections, sampling, visual observations, and/or m
easurements, including precipitation;
• The individual(s) who performed the inspections, sampling, visual observation, and/or field measurements;
• The date and approximate time of field measurements and laboratory analyses; • The individual(s) who performed the laboratory analyses; • A summary of all analytical results, the method detection limits and reporting limits, and the analytical techniques or methods used;
• Rain gauge readings from site inspections;
• QA/QC records and results;
• Calibration records;
• Visual observation and sample collection exemption records; • The records of any corrective actions and follow-up activities that resulted from analytical results, visual observations, or inspections; [and] • [NAL Exceedance Reports]; [and]
• [NEL Violation Reports].

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CSMP Attachment 1: Weather Reports
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INSTRUCTIONS
Pla
ce printed NOAA weather forecasts in this Attachment.

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CSMP Attachment 2: Monitoring Records
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INSTRUCTIONS
Pla
ce completed BMP Inspection Forms, Visual Monitoring, Effluent Sampling and Receiving Water Field Logs, Monitoring Exceptions, and NAL/NEL Exceedance Reports in this Attachment.

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CSMP Attachment 3: Example Forms
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INSTRUCTIONS
Pla
ce example forms and check lists, e.g., Rain Gauge Logs, Field Logs, NAL/NEL Exceedance Reports, CoCs, in this Attachment.

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Rain Gauge Log Sheet
Construction Site Name:

WDID #:

Date
(m
m/dd/yy)
Time
(24-hr) Initials Rainfall Depth
(Inches) No tes:

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Risk Level 1, 2, 3
Visual Inspection Field Log Sheet
Date and Time of Inspection: Rep ort Date:

Inspection Type: □ We ekly □ Before
predicted
rain
□ During
rain event
□
Following
qualifying
rain event
□ Contained
stormwater
release
□ Quarterly
non-
stormwater
Site Information
Construction Site Name:

Construction stage and
comp
leted activities:

Approximate area
of exposed site:

Weather and Observations
Date Rain Predicted to Occur: Pre dicted % chance of rain:

Estimate storm beginning:

(date and time)
Esti
mate storm
duration:_________
(hours)
Estimate time since
last storm:
________
(days or hours)
Rain gauge
reading: _______
(inches)
Observations: If yes identify location
Odors Yes □ No □
Floating material Yes □ N o □
Suspended Material Yes □ N o □
Sheen Yes □ No □
Discolorations Yes □ N o □
Turbidity Yes □ No □
Site Inspections
Outfalls or BMPs Evaluated Deficiencies Noted
(add additional sheets or attached detailed BMP Inspection Checklists)

Photos Taken: Yes □ No □ Photo Reference IDs:

Corrective Actions Identified (note if SWPPP/REAP change is needed)

Inspector Information
Inspector Name: Insp ector Title:

Signature: Dat e:

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Risk Level 2
Effluent Sampling Field Log Sheets
Construction Site Name: Dat e: Time Start:

Sampler:

Sampling Event Type: □ Stormwater □ N on-stormwater □ Non-visible pollutant Field Meter Calibration
pH Meter ID No./Desc.:

Cal
ibration Date/Time:

Turbidity Meter ID No./Desc.:

Calibration Date/Time:

Field pH and Turbidity Measurements
Discharge Location Description pH Turbidity Time

Grab Samples Collected
Discharge Location Description Sample Type Time

Additional Sampling Notes:

Time End:

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Risk Level 3
Effluent Sampling Field Log Sheets
Construction Site Name: Dat e: Time Start:

Sampler:

Sampling Event Type: □ St ormwater □ Non-stormwater □ Non-visible pollutant
□ Post NEL
Exceedance
Field Meter Calibration
pH Meter ID No./Desc.:

Cal
ibration Date/Time:

Turbidity Meter ID No./Desc.:

Calibration Date/Time:

Field pH and Turbidity Measurements
Discharge Location Description pH Turbidity Time

Grab Samples Collected
Discharge Location Description SSC Other (specify) Time

Additional Sampling Notes:

Time End:

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Risk Level 3
Receiving Water Sampling Field Log Sheets
Construction Site Name: Dat e: Time Start:

Sampler:

Receiving Water Description and Observations
Receiving Water Name/ID:

Observations:

Odors Yes □ No □
Floating material Yes □ No □
Suspended Material Yes □ N o □
Sheen Yes □ No □
Discolorations Yes □ N o □
Turbidity Yes □ No □
Field Meter Calibration
pH Meter ID No./Desc.:

Cal
ibration Date/Time:

Turbidity Meter ID No./Desc.:

Calibration Date/Time:

Field pH and Turbidity Measurements and SSC Grab Sample Upstream Location
Type Result Time Notes
pH

Turbidity

SSC Col lected
Yes □ No □

Downstream Location
Type Result Time Notes
pH

Turbidity

SSC Col lected
Yes □ No □

Additional Sampling Notes:

Time End:

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NAL or NEL Exceedance Evaluation Summary Report Page __ of __ Project Name
Project WDID
Project Location
Date of Exceedance
Type of Exceedance
NAL
Daily Average pH Turbidity
NEL
Daily Average pH Turbidity

Other (specify)
Measurement or
Ana
lytical Method
Field meter
(Sens
itivity: )
Lab method (specify)
(Reporting Limit: )
(MDL: )
Calculated Daily
Ave
rage
pH pH units
Turbidity NTU
Rain Gauge
Meas
urement inches
Compliance Storm
Even
t inches (5-year, 24-hour event)
Visual Observations
on
Day of
Exceedance

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NAL or NEL Exceedance Evaluation Summary Report Pag e __ of __ Description of BMPs
in
Place at Time of
Event

Initial Assessment of
Ca
use

Corrective Actions
Ta
ken (deployed
after exceedance)

Additional Corrective
Ac
tions Proposed

Report Completed By

(Print Name, Title)
Signature

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CHAIN-OF-CUSTODY

DATE:

Lab ID:

DESTINATION LAB:

REQUESTED
ANALYSIS Notes:

ATTN:

ADDRESS:

Office Phone:

Cell Phone:

SAMPLED BY:

Contact:

Project Name

Client Sample ID Sample Sample Sample Container
Date Time Matrix # Type Pres.

SENDER COMMENTS:

RELINQUISHED
BY

Signature:

Print:

Company:

Date: TIME:

LABORATORY COMMENTS: RECEIVED BY
Signature:

Print:

Company:

Date: TIME:

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CSMP Attachment 4: Field Meter Instructions
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INSTRUCTIONS
Pla
ce instructions for field meters that will be used by contractor personnel in this Attachment.

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CSMP Attachment 5: Supplemental Information
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INSTRUCTIONS
Pla
ce documents related to Regional Board required monitoring, watershed monitoring option approval, and bioassessment exception approval in this Attachment.

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Section 8 References
Project Plans and Specifications No. [TTM 36713] dated [4-26-2017], prepared by [Sake Engineers Inc.]
Sta
te Water Resources Control Board (2009). Order 2009-0009-DWQ, NPDES General Permit No. CAS000002: National Pollutant Discharges Elimination System (NPDES) California General Permit for Storm Water Discharge Associated with Construction and Land Disturbing Activities. Available on-line at:
http://www.waterboards.ca.gov/water_issues/programs/stormwa ter/construction.shtml.

Sta
te Water Resources Control Board (2010). Order 2010-0014-DWQ, NPDES General Permit No. CAS000002: National Pollutant Discharges Elimination System (NPDES) California General Permit for Storm Water Discharge Associated with Construction and Land Disturbing Activities. Available on-line at:
http://www.waterboards.ca.gov/water_issues/programs/stormwa ter/construction.shtml.

[Include additional references as needed]
Exampl
e
CASQ
A 2009, Stormwater BMP Handbook Portal: Construction, November 2009, www.casqa.org
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Appendix A: Calculations
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INSTRUCTIONS
• Incl
ude calculations here

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Appendix B: Site Maps
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INSTRUCTIONS
• Incl
ude maps here
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Appendix C: Permit Registration Documents
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Pe
rmit Registration Documents included in this Appendix

Y/N Permit Registration Document
Y Notice of Intent
Y Risk Assessment
N Certification
N Post Construction Water Balance
Y Copy of Annual Fee Receipt
N ATS Design Documents
Y Site Map, see Appendix B
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Appendix D: SWPPP Amendment Certifications
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INSTRUCTIONS
• Include certification statements for each SWPPP amendment.

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SWPP
P Amendment No.

Pr
oject Name: TTM 36713

Project Number:

Qu
alified SWPPP Developer’s Certification of the
Stormwater Pollution Prevention Plan Amendment
“This Stormwater Pollution Prevention Plan and attachments were prepared under my direction to meet the requirements of the California Construction General Permit (SWRCB Order No. 2009-009-DWQ as amended by 2010-0014-DWQ). I certify that I am a Qualified SWPPP Developer in good standing as of the date signed below.”

QSD’s Signature Date
QSD Name QS D Certificate Number
Title and Affiliation Te lephone
Address Em ail

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Appendix E: Submitted Changes to PRDs
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Log of
Updated PRDs
The General Permit allows for the reduction or increase of the total acreage covered under the General Permit when a portion of the project is complete and/or conditions for termination of coverage have been met; when ownership of a portion of the project is purchased by a different entity; or when new acreage is added to the project.

Modified PRDs shall be filed electronically within 30 days of a reduction or increase in total disturbed area if a change in permit covered acreage is to be sought. The SWPPP shall be modified appropriately, with revisions and amendments recorded in Appendix C. Updated PRDs submi
tted electronically via SMARTS can be found in this Appendix.

This appendix includes all of the following updated PRDs (check all that apply):

Revised Notice of Intent (NOI);

Revised Site Map;

Revised Risk Assessment;

New landowner’s information (name, address, phone number, email address); and

New signed certification statement.

Legally Responsible Person [if organization]

Signature of [Authorized Representative of] Legally
Res
ponsible Person or Approved Signatory
Date

Name of [Authorized Representative of] Legally
Res
ponsible Person or Approved Signatory
Telephone Number

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Appendix F: Construction Schedule
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INSTRUCTIONS
• Incl
ude a copy of construction schedule
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Appendix G: Construction Activities, Materials Used,
and Associated Pollutants
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INSTRUCTIONS
• List
construction materials that will be used and construction activities that will have the potential to contribute to the discharge of pollutants to stormwater. • List construction activities (i.e., construction or demolition activity, including, but not limited to, clearing, grading, grubbing, or excavation) that have the potential to contribute sediment or other pollutants to stormwater discharges.
• Delete phases that are not applicable to Project
• Insert as many lines to Table G.1 as necessary to complete the list, use Table G.a below to assist in the completion of Table G.1
• Pol
lutant Categories identified are consistent with the CASQA BMP Handbook Portal:

Construction: Sediment, Nutrients, Bacteria and Viruses, Oil and Grease, Metals, Synthetic Organics, Pesticides, Gross Pollutants, and Vector Production • For sampling requirements for non-visible pollutants associated with construction site activity please refer to Section 7.7.1.

Table G.a POLLUTANTS ASSOCIATED WITH CONSTRUCTION ACTIVITIES General Work Activity/
Products With Potential
Stormwater Pollutants
Specific Work Activity/Products With
Potential Stormwater Pollutants Pollutant Categories
Adhesives • Adhesives, glues, resins, epoxy synthetics, PV
C cement
• Caulks, sealers, putty, sealing agents and
• Coal tars (naphtha, pitch)
Oil and Grease, Synthetic
Organics1
Asphalt paving/curbs • Hot and cold mix asphalt Oil and Grease Cleaners • Polishes (metal, ceramic, tile)
• Et
ching agents
• Cleaners, ammonia, lye, caustic sodas,
bleaching agents and chromate salts
Metals, Synthetic Organics
Concrete / Masonry • Cement and brick dust
• Col
ored chalks
• Concrete curing compounds
• Glazing compounds
• Surfaces cleaners
• Saw cut slurries
• Tile cutting
Metals, Synthetic Organics
Drywall • Saw-cutting drywall Metals
Framing/Carpentry • Sawdust, particle board dust, and treated woo
ds
• Saw cut slurries
Metals, Synthetic Organics
Heating, Ventilation, Air
Conditioning
• Demolition or construction of air condition
an
d heating systems
Metals, Synthetic Organics
Insulation • Demolition or construction involving
in
sulation, venting systems
Metals, Synthetic Organics
-
PR-2024-001656 (TM) Exhibit 8 - MND and Technical Studies

CA
SQA SWPPP Template 123 January 2011
Table G.a POLLUTANTS ASSOCIATED WITH CONSTRUCTION ACTIVITIES General Work Activity/
Products With Potential
Stormwater Pollutants
Specific Work Activity/Products With
Potential Stormwater Pollutants Pollutant Categories
Liquid waste • Wash waters
• Irri
gation line testing/flushing
Metals, Synthetic Organics
Painting • Paint thinners, acetone, methyl ethyl ketone, s
tripper paints, lacquers, varnish, enamels,
turpentine, gum spirit, solvents, dyes,
stripping pigments and sanding
Metals, Synthetic Organics
Planting / Vegetation Management • Vegetation control (pesticides/herbicides) • P
lanting
• Plant maintenance
• Vegetation removal
Nutrients, Metals,
Synthetic Organics
Plumbing • Solder (lead, tin), flux (zinc chloride), pipe f
itting
• Galvanized metal in nails, fences, and electric
wiring
Metals, Synthetic Organics
Pools/fountains • Chlorinated water Synthetic Organics
Removal of existing structures • Demolition of asphalt, concrete, masonry, f
raming, roofing, metal structures.

Metals, Oil and Grease,
Synthetic Organics
Roofing • Flashing
• S
aw cut slurries (tile cutting)
• Shingle scrap and debris
Metals, Oil and Grease,
Synthetic Organics
Sanitary waste • Portable toilets
• D
isturbance of existing sewer lines.

Nutrients
Soil preparation/amendments • Use of soil additives/amendments Nutrients Solid waste • Litter, trash and debris
• V
egetation
Gross Pollutants
Utility line testing and flushing • Hydrostatic test water • P
ipe flushing
Synthetic Organics
Vehicle and equipment use • Equipment operation
• E
quipment maintenance
• Equipment washing
• Equipment fueling
Oil and Grease
1 S ynthetic Organics are defined in Table 1.2 of the CASQA Stormwater BMP Handbook Portal: Construction as adhesives, cleaners, sealants, solvents, etc. These are generally categorized as VOCs or SVOCs.

PR-2024-001656 (TM) Exhibit 8 - MND and Technical Studies

CA
SQA SWPPP Template 124 January 2011

Ta
ble G.1 Construction Activities and Associated Pollutants Phase Activity Associated Materials or
Pollutants Po llutant Category(1)
Grading and Land
Development

Streets and Utilities
Phase

Vertical
Construction Phase

Landscaping and Site
Stabilization Phase

(1) Cat egories per CASQA BMP Handbook (i.e., Sediment, Nutrients, Bacteria and Viruses, Oil and Grease, Metals, Synthetic Organics, Pesticides, Gross Pollutants, and Vector Production)

PR-2024-001656 (TM) Exhibit 8 - MND and Technical Studies

CA
SQA SWPPP Template 125 January 2011

Appendix H: CASQA Stormwater BMP Handbook
Portal: Construction Fact Sheets
PR-2024-001656 (TM) Exhibit 8 - MND and Technical Studies

CA
SQA SWPPP Template 126 January 2011

INSTRUCTIONS
• Include Fact Sheets for BMPs identified in Section 3 of this SWPPP

PR-2024-001656 (TM) Exhibit 8 - MND and Technical Studies

CA
SQA SWPPP Template 127 January 2011

Appendix I: BMP Inspection Form
PR-2024-001656 (TM) Exhibit 8 - MND and Technical Studies

CA
SQA SWPPP Template 128 January 2011

INSTRUCTIONS
• Identify Risk Level, for Risk Level 2 or 3 include highlighted tex t PR-2024-001656 (TM) Exhibit 8 - MND and Technical Studies

CA
SQA SWPPP Template 129 January 2011

P INSPECTION REPORT

Date and Time of Inspection: Date Report Written:

Inspection Type:
(Ci
rcle one)
Weekly
Complete Parts
I,II,III and VII
Pre-Storm
Complete Parts
I,II,III,IV and VII
During Rain Event
Complete Parts I, II,
III, V, and VII
Post-Storm
Complete Parts
I,II,III,VI and VII
Part I. General Information
Site Information
Construction Site Name:

Construction stage and
completed activities:

Approximate area
of site that is exposed:

Photos Taken:
(Circle one) Yes N o
Photo Reference IDs:

Weather
Estimate storm beginning:
(date and time)
Estimate storm duration:
(hours)
Estimate time since last storm:
(days or hours)
Rain gauge reading and location:
(in)
Is a “Qualifying Event” predicted or did one occur (i.e., 0.5” rain with 48-hrs or greater between events)? (Y/N) If yes, summarize forecast:

Exemption Documentation (explanation required if inspection could not be conducted). Vis ual inspections are not required outside of business hours or during dangerous weather conditions such as flooding or electrical storms.

Inspector Information
Inspector Name: In spector Title:

Signature: Da te:

PR-2024-001656 (TM) Exhibit 8 - MND and Technical Studies

CA
SQA SWPPP Template 130 January 2011
Part II. BMP Observations. De scribe deficiencies in Part III.

Minimum BMPs for Risk Level _____ Sites
Fa
ilures or
other short
comings
(yes, no, N/A)
Action
Required
(yes/no)
Action
Implemented
(Date)
Good Housekeeping for Construction Materials
Inventory of products (excluding materials designed to be ou
tdoors)
Stockpiled construction materials not actively in use are cov
ered and bermed
All chemicals are stored in watertight containers with
ap
propriate secondary containment, or in a completely
enclosed storage shed

Construction materials are minimally exposed to precipitation BMPs preventing the off-site tracking of materials are
im
plemented and properly effective
Good Housekeeping for Waste Management
Wash/rinse water and materials are prevented from being di
sposed into the storm drain system
Portable toilets are contained to prevent discharges of waste Sanitation facilities are clean and with no apparent for leaks an
d spills
Equipment is in place to cover waste disposal containers at th
e end of business day and during rain events
Discharges from waste disposal containers are prevented from di
scharging to the storm drain system / receiving water
Stockpiled waste material is securely protected from wind and rai
n if not actively in use
Procedures are in place for addressing hazardous and non- ha
zardous spills
Appropriate spill response personnel are assigned and trained Equipment and materials for cleanup of spills is available on
site
Washout areas (e.g., concrete) are contained appropriately to pre
vent discharge or infiltration into the underlying soil Good Housekeeping for Vehicle Storage and Maintenance
Measures are in place to prevent oil, grease, or fuel from le
aking into the ground, storm drains, or surface waters
All equipment or vehicles are fueled, maintained, and stored in a
designated area with appropriate BMPs
Vehicle and equipment leaks are cleaned immediately and di
sposed of properly

PR-2024-001656 (TM) Exhibit 8 - MND and Technical Studies

CA
SQA SWPPP Template 131 January 2011

Part II. BMP Observations Continued. D escribe deficiencies in Part III.

Minimum BMPs for Risk Level _____ Sites
Ad
equately
designed,
implemented and
effective
(yes, no, N/A)
Action
Required
(yes/no)
Action
Implemented
(Date)
Good Housekeeping for Landscape Materials
Stockpiled landscape materials such as mulches and topsoil are
contained and covered when not actively in use
Erodible landscape material has not been applied 2 days be
fore a forecasted rain event or during an event
Erodible landscape materials are applied at quantities and rat
es in accordance with manufacturer recommendations
Bagged erodible landscape materials are stored on pallets and cov
ered
Good Housekeeping for Air Deposition of Site Materials
Good housekeeping measures are implemented onsite to
con
trol the air deposition of site materials and from site operations

Non-Stormwater Management
Non-Stormwater discharges are properly controlled
Vehicles are washed in a manner to prevent non-stormwater di
scharges to surface waters or drainage systems
Streets are cleaned in a manner to prevent unauthorized non- st
ormwater discharges to surface waters or drainage
systems.

Erosion Controls
Wind erosion controls are effectively implemented

Effective soil cover is provided for disturbed areas inactive (i.
e., not scheduled to be disturbed for 14 days) as well as finished slopes, open space, utility backfill, and completed lots

The use of plastic materials is limited in cases when a more su
stainable, environmentally friendly alternative exists.

Sediment Controls
Perimeter controls are established and effective at controlling ero
sion and sediment discharges from the site
Entrances and exits are stabilized to control erosion and se
diment discharges from the site
Sediment basins are properly maintained
Linear sediment control along toe of slope, face of slope an at grade breaks (Risk Level 2 & 3 Only)
Limit construction activity to and from site to entrances and exits that employ effective controls to prevent offsite tracking (Risk Level 2 & 3 Only)

PR-2024-001656 (TM) Exhibit 8 - MND and Technical Studies

CA
SQA SWPPP Template 132 January 2011
Ensure all storm, drain inlets and perimeter controls, runoff control BMPs and pollutants controls at entrances and exits are maintained and protected from activities the reduce their effectiveness (Risk Level 2 & 3 Only)

Inspect all immediate access roads daily (Risk Level 2 & 3 Only)
Run-On and Run-Off Controls
Run-on to the site is effectively managed and directed away fro
m all disturbed areas.

Other
Are the project SWPPP and BMP plan up to date, available on-site an
d being properly implemented?

Part III. Descriptions of BMP Deficiencies
Deficiency
Repairs Implemented:

Note - Repairs must begin within 72 hours of identification and, complete repairs as soon as possible.

Start Date Action

1. 2.

3. 4.

Part IV. Additional Pre-Storm Observations. Note the presence or absence of floating and suspended materials, sheen, discoloration, turbidity, odors, and source(s) of pollutants(s).

Ye s, No, N/A
Do stormwater storage and containment areas have adequate freeboard? If no, complete Part III.

Are drainage areas free of spills, leaks, or uncontrolled pollutant sources? If no, complete Part VII an
d describe below.

Notes:

Are stormwater storage and containment areas free of leaks? If no, complete Parts III and/or VII an
d describe below.

PR-2024-001656 (TM) Exhibit 8 - MND and Technical Studies

CASQ
A SWPPP Template 133 January 2011
Notes:

Part V. Additional During Storm Observations. If BMPs cannot be inspected during inclement weather, list the results of visual inspections at all relevant outfalls, discharge points, and downstream locations. Note odors or visible sheen on the surface of discharges. Complete Part VII (Corrective Actions) as needed.

Outfall, Discharge Point, or Other Downstream Location
Location Des cription
Location Des cription
Location Des cription
Location Des cription
Location Des cription
Location Des cription
Location Des cription
Location Des cription

I
PR-2024-001656 (TM) Exhibit 8 - MND and Technical Studies

CA
SQA SWPPP Template 134 January 2011

Part VI. Additional Post-Storm Observations. Visually observe (inspect) stormwater discharges at all discharge locations within two business days (48 hours) after each qualifying rain event, and observe (inspect) the discharge of stored or contained stormwater that is derived from and discharged subsequent to a qualifying rain event producing precipitation of ½ inch or more at the time of discharge. Complete Part VII (Corrective Actions) as needed.

Discharge Location, Storage or
Containment Area
Visual Observation

Part VII. Additional Corrective Actions Required. I dentify additional corrective actions not included with BMP Deficiencies (Part III) above. Note if SWPPP change is required.

Required Actions Implementation Date

PR-2024-001656 (TM) Exhibit 8 - MND and Technical Studies

CA
SQA SWPPP Template 135 January 2011

Appendix J: Project Specific Rain Event Action Plan
Template
PR-2024-001656 (TM) Exhibit 8 - MND and Technical Studies

CA
SQA SWPPP Template 136 January 2011

INSTRUCTIONS
• QSD
should modify the CASQA REAP template for use by the QSP • The QSP will modify the project specific template for each phase/rain event • File REAPs completed by the QSP in this Appendix
PR-2024-001656 (TM) Exhibit 8 - MND and Technical Studies

CA
SQA SWPPP Template 137 January2011
Rain Event Action Plan (REAP)
Date of REAP BWD ID Number:

Date Rain Predicted to Occur: Pr edicted % chance of rain:

Predicted Rain Event Triggered Actions
Below is a list of suggested actions and items to review for this project. Each active Trade should check all material storage ar
eas, stockpiles, waste management areas, vehicle and equipment storage and maintenance, areas of active soil disturbance, and areas of active work to ensure the proper implementation of BMPs. Project-wide BMPs should be checked and cross- referenced to the BMP progress map.

Trade or Activity Suggested action(s) to perform / item(s) to review prior to rain event Information & Scheduling

Inform trade supervisors of predicted rain
Check scheduled activities and reschedule as needed
A
lert erosion/sediment control provider
Alert sample collection contractor (if applicable)
Schedule staff for extended rain inspections (including weekends & holidays) Check Erosion and Sediment Control (ESC) material stock Review BMP progress map
Other:___________________________________
________________________________________
________________________________________

Material storage areas

Material under cover or in sheds (ex: treated woods and metals) Perimeter control around stockpiles
O
ther:___________________________________
________________________________________
__________________________________
Waste management areas

Dumpsters closed
Drain holes plugged
R
ecycling bins covered
Sanitary stations bermed and protected from tipping
Other:___________________________________
________________________________________
________________________________________
Trade operations

Exterior operations shut down for event (e.g., no concrete pours or paving) Soil treatments (e.g.,: fertilizer) ceased within 24 hours of event M
aterials and equipment (ex: tools) properly stored and covered Waste and debris disposed in covered dumpsters or removed from site Trenches and excavations protected
Perimeter controls around disturbed areas
Fueling and repair areas covered and bermed
Other:___________________________________
________________________________________
__________________________________
Site ESC BMPs

Adequate capacity in sediment basins and traps
Site perimeter controls in place
C
atch basin and drop inlet protection in place and cleaned Temporary erosion controls deployed
Temporary perimeter controls deployed around disturbed areas and stockpiles Roads swept; site ingress and egress points stabilized Other:___________________________________
________________________________________
__________________________________
Concrete rinse out area

Adequate capacity for rain
Wash-out bins covered
O
ther:___________________________________
________________________________________
__________________________________
Spill and drips

All incident spills and drips, including paint, stucco, fuel, and oil cleaned Drip pans emptied
O
ther:___________________________________
________________________________________
__________________________________
PR-2024-001656 (TM) Exhibit 8 - MND and Technical Studies

CA
SQA SWPPP Template 138 January2011

Co
ntinued on next page.
Other / Discussion /
Diagrams

________________________________________
________________________________________
_
_______________________________________
________________________________________
________________________________________
________________________________________
________________________________________
________________________________________
________________________________________
________________________________________
________________________________________
________________________________________
________________________________________

Attach a printout of the weather forecast from the NOAA website to the REAP.

I certify under penalty of law that this Rain Event Action Plan (REAP) will be performed in accordance with the General Permit by
me or under my direction or supervision in accordance with a system designed to assure that qualified personnel properly gathered and evaluated the information submitted. Based on my inquiry of the persons who manage the system, or those persons directly responsible for gathering the information, the information submitted is, to the best of my knowledge and belief, true, accurate, and complete. I am aware that there are significant penalties for submitting false information, including the possibility of fine and imprisonment for knowing violations.

__
____________________________________________________Date: __________________________ Qualified SWPPP Practitioner (Use ink please)
PR-2024-001656 (TM) Exhibit 8 - MND and Technical Studies

CA
SQA SWPPP Template 139 January 2011
Appendix K: Training Reporting Form
PR-2024-001656 (TM) Exhibit 8 - MND and Technical Studies

CA
SQA SWPPP Template 140 January 2011
Trained Contractor Personnel Log
St
ormwater Management Training Log and Documentation

Project Name: TTM 36713
WDID #:

Stormwater Management Topic: (check as appropriate)

Erosion Control Sediment Control
Wind Erosion Control Tracking Control
Non-Stormwater Management Waste Management and Materials Pollution Control Stormwater Sampling

Spe
cific Training Objective: Good House Keeping

Lo
cation: Our Office Date: 4-26-2017 _

In
structor: Sam Akbarpour Telephone: 951-279-4041

Co
urse Length (hours): 1.5

At
tendee Roster (Attach additional forms if necessary)
Name Company Phone
Hitesh Patel 760-963- 3475

As needed, add proof of external training (e.g., course completion certificates, credentials for QS
P, QSD).

PR-2024-001656 (TM) Exhibit 8 - MND and Technical Studies

CA
SQA SWPPP Template 141 January 2011

Appendix L: Responsible Parties
PR-2024-001656 (TM) Exhibit 8 - MND and Technical Studies

CA
SQA SWPPP Template 142 January 2011

Au
thorization of Approved Signatories
Project Name: TTM 36713
WDID #:

Na
me of
Personnel
Project Role Company Signature Date

____________________________ ______________________________ LR
P’s Signature Date

____________________________ ______________________________ LRP Name and Title Telephone Number

PR-2024-001656 (TM) Exhibit 8 - MND and Technical Studies

CA
SQA SWPPP Template 143 January 2011

Id
entification of QSP
Project Name: TTM 36713
WDID #:

Th
e following are QSPs associated with this project

Name of Personnel(1) Company Date
Sam Akbarpour Sa ke Engineer Inc.
(1) If additional QSPs are required on the job site add additional lines and include information here PR-2024-001656 (TM) Exhibit 8 - MND and Technical Studies

CA
SQA SWPPP Template 144 January 2011

OP
TIONAL
Authorization of Data Submitters

Pro
ject Name: TTM 36713
WDID #:

Na
me of
Personnel
Project Role Company Signature Date

___________________________ ______________________________ Appr
oved Signatory’s Signature Date

____________________________ ______________________________ Approved Signatory Telephone Number
Name and Title
PR-2024-001656 (TM) Exhibit 8 - MND and Technical Studies

CA
SQA SWPPP Template 145 January 2011

Appendix M: Contractors and Subcontractors
PR-2024-001656 (TM) Exhibit 8 - MND and Technical Studies

CA
SQA SWPPP Template 146 January 2011

Appendix N: Construction General Permit
PR-2024-001656 (TM) Exhibit 8 - MND and Technical Studies

CA
SQA SWPPP Template 147 January 2011

INSTRUCTIONS
• Incl
ude a copy of the General Permit, or reference permanent location of General Permit that is kept on the construction site.

PR-2024-001656 (TM) Exhibit 8 - MND and Technical Studies Notice Of Intents Search Results
Following are the results that matched with your search criteria. To refine or start a new search, click Back button on the browser.

Export to Excel
App ID WDID Application
Type
Status Status
Date
Owner/Operator
Name & Address
Site/Facility
Name &
Address
NOI
Form
Attachments Receipt
Letter503492 Region 8
MS4 CIPs Active 11/15/2018
City of Riverside
3900 Main Street
Riverside California
92522
Tequesquite
Arroyo Trunk
Sewer
Replacement
Phase IIB
Brockton Ave,
Magnolia Ave,
Olivewood Ave,
Victoria Ave,
Sed Riverside
California 92501
NOI
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Receipt
Letter
485872 8 33C379764 Construction Active 05/09/2017
La Sierra VIctoria
Development LLC
19215 wild
mustang court
apple valley
California 92307
TTM 36713
Intersection of
La Sierra Ave
and Victoria Ave
Riverside
California 92503
NOI
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Letter
485242 8 33C380737 Construction Active 08/14/2017
Western Municipal
Water District
14205 Meridian
Pkwy Riverside
California 92518
Victoria
Recharge Basin
Victoria Ave &
Jackson St
Riverside
California 92506
NOI
Form
View
Attachments
Receipt
Letter
480069 8 33C378036 Construction Terminated 09/10/2018 ROBERT JONES Jones
Residence
11033

VICTORIA
AVENUE
Riverside
California 92503
View
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471466 8 33W002565 Construction Expired 04/13/2016
Dudek
605 Third Street
Encinitas California
92024
Victoria
Recharge Basin
9120 Victoria
Avenue
Riverside
California 92508
NOI
Form
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Letter
454475 Region 8
MS4 CIPs Terminated 05/25/2016
City of Riverside
3900 Main Street
Riverside California
92522
Victoria Avenue
Storm Drain
Project
Victoria Avenue
and Myers
Street Riverside
California 92503
NOI
Form
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Letter
284475 8 33C333372 Construction Terminated 05/22/2006
Riverside Victoria
LLC
660 Newport
Center Dr Ste 1050
Newport Beach
California 92660
Tract Map No
32128
N Of Victoria
Ave W Of Lyon
Ave Riverside
California
NOI
Form
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Letter
210522 8 33C329067 Construction Terminated 08/21/2006 Edward Hendricksen
2615 Grace St
Hendricksen
Residence
7576 Victoria
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Form
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Letter
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Type
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Date
Owner/Operator
Name & Address
Site/Facility
Name &
Address
NOI
Form
Attachments Receipt
Letter
Riverside California
92504
Ave Riverside
California 92504
209941 8 33C319513 Construction Terminated 12/13/2006
Taylor Woodrow
Homes - Irvine
16745 W Bernardo
Dr Ste 140 San
Diego California
92127
Victoria Heights
11355 Victoria
Ave Riverside
California 92503
NOI
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Letter
209828 8 33C316901 Construction Terminated 04/11/2006
Brehm Co
1935 Camino Vida
Roble #200
Carlsbad California
92008
Tract 29386
Victoria Grove
Tract 29386
Victoria Grove
Riverside
California
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I I I I I
PR-2024-001656 (TM) Exhibit 8 - MND and Technical Studies 1 Corbet, Lauren
From: Corbet, Lauren
Sent: Monday, December 2, 2019 10:07 AM
To: [email protected]
Subject: Public Records Request
Hello,

This firm is performing a Phase I Environmental Site Assessment for the property located at the following addresses:

Southeast Corner of Victoria Ave. and La Sierra Ave., Riverside, CA 92503 APN: 136-220-016

We are requesting any information from your department pertaining to the above property.

Please feel free to contact Kevin Ballesteros with any questions or concerns at 310-854-6300 or [email protected]. Thank you for your assistance with this information.

Regards,

Lauren Corbet | Environmental Specialist
EFI Global, Inc.

Los Angeles, CA
DIRECT 310.854.6300 | FAX 310.854.0199
CELL: 323.326.6124 | EMAIL: [email protected] CSLB License #: 885902
www.efiglobal.com | Caring counts®

efl global
PR-2024-001656 (TM) Exhibit 8 - MND and Technical Studies 1 Ballesteros, Kevin EFI
From: Corbet, Lauren
Sent: Thursday, December 5, 2019 9:23 AM
To: Ballesteros, Kevin EFI
Subject: FW: VICTORIA AVE/LA SIERRA AVE, RIVERSIDE (PR4-120219-2) Follow Up Flag: Follow up
Flag Status: Flagged
Categories: Client Respond
045.02270

Regards,

Lauren Corbet | Environmental Specialist
EFI Global, Inc.

Los Angeles, CA
DIRECT 310.854.6300 | FAX 310.854.0199
CELL: 323.326.6124 | EMAIL: [email protected] CSLB License #: 885902
www.efiglobal.com | Caring counts®

From: CypressFileRoom@DTSC <[email protected]> Sent: Wednesday, December 4, 2019 1:32 PM
To: Corbet, Lauren <[email protected]>
Subject: VICTORIA AVE/LA SIERRA AVE, RIVERSIDE (PR4‐120219‐2)

Hi Lauren. According to our files we have no records for the attached email.

From: Corbet, Lauren <[email protected]>
Sent: Monday, December 2, 2019 10:07 AM
To: CypressFileRoom@DTSC <[email protected]>
Subject: Public Records Request

Hello,

This firm is performing a Phase I Environmental Site Assessment for the property located at the following addresses:

Southeast Corner of Victoria Ave. and La Sierra Ave., Riverside, CA 92503 APN: 136-220-016

We are requesting any information from your department pertaining to the above property.

Please feel free to contact Kevin Ballesteros with any questions or concerns at 310-854-6300 or [email protected]. Thank you for your assistance with this information.

Regards,

efiiglobal
PR-2024-001656 (TM) Exhibit 8 - MND and Technical Studies 2 Lauren Corbet | Environmental Specialist
EFI Global, Inc.

Los Angeles, CA
DIRECT 310.854.6300 | FAX 310.854.0199
CELL: 323.326.6124 | EMAIL: [email protected] CSLB License #: 885902
www.efiglobal.com | Caring counts®

Acting Director
1001 "I" Street
P.O. Box 806
Sacramento, California 95812-0806
Gavin Newsom
Governor
Facility:

Search on:

Street:

Zip:

Status:

Sort Direction:

Sorted By:

Records Found:

Physical Address
Victoria
92503
Active and Inactive
asc
Address
4 Facility Search Results
Selection Criteria:

EPA ID Number Name Address City Zip
CAC002745175 MOHAMAD ISHAQ 10091 VICTORIA AVE RIVERSIDE 92503 CAC002356807 HUEY QUAN 10171 VICTORIA AVE RIVERSIDE 925030000 CAC002859910 CPT KERRY STEVENS 10225 VICTORIA AVE RIVERSIDE 925036145 CAC002614179 FABIO ROJAS 10348 VICTORIA AVE RIVERSIDE 92503 The Department of Toxics Substances Control (DTSC) takes every precaution to ensure the accuracy of data in the Hazardous Waste Tracking System (HWTS). However, because of the large number of manifests handled, inaccuracies in the submitted data, limitations of the manifest system and the technical limitations of the database, DTSC cannot guarantee that the data accurately reflect what was actually transported or produced.

Report Generation Date: 12/02/2019

Page 1 of 1 ends

12/2/2019https://hwts.dtsc.ca.gov/hwts_Reports/ReportPages/Report01.aspx?epaid=&id_test=equals...

PR-2024-001656 (TM) Exhibit 8 - MND and Technical Studies Jared Blumenfeld
Secretary for
Environmental Protection
Department of Toxic Substances Control
Meredith Williams, Ph.D.

Acting Director
1001 "I" Street
P.O. Box 806
Sacramento, California 95812-0806
Gavin Newsom
Governor
Facility:

Search on:

Street:

Zip:

Status:

Sort Direction:

Sorted By:

Records Found:

Physical Address
La Sierra
92503
Active and Inactive
asc
Address
36 Facility Search Results
Selection Criteria:

EPA ID Number Name Address City Zip
CAC000001073 1X SHELL OIL CO #2046-552-2603 11090 MAGNOLIA LA SIERRA RIVERSIDE 925030000 CAL000275934 TAYLOR PACIFIC 11846 LA SIERRA AVE RIVERSIDE 92503 CAC000778464 1X FRED WAUGH 17460 LA SIERRA RIVERSIDE 925030000 CAL000129105 KUNZE INC 17480 LA SIERRA AVE RIVERSIDE 925030000 CAD981425358 MWD LAKE MATHEWS RESERVOIR 18250 LA SIERRA AVE RIVERSIDE 925030000 CAC002410583 JF SHEA 18256 LA SIERRA AVE RIVERSIDE 925030000 CAC002530215 ERWIN LLC 2292 LA SIERRA AVE RIVERSIDE 925030000 CAC002555639 ERWIN LLC 2292 LA SIERRA AVE RIVERSIDE 925030000 CAC002584457 ERWIN FAMILY LLC 2292 LA SIERRA AVE RIVERSIDE 925035916 CAL000320360 RALPHS GROCERY #98 3350 LA SIERRA AVE RIVERSIDE 925035228 CAL000326924 LA SIERRA VERDE CLEANERS 3380 LA SIERRA AVE STE 103 RIVERSIDE 925035225 CAL000317489 LA SIERRA VERDE CLEANERS 3380 LA SIERRA AVE STE 103 RIVERSIDE 92503 CAL000312874 WEST COAST DENTAL OF RIVERSIDE 3380 LA SIERRA AVE STE 108,109,110
RIVERSIDE 925035228
CAL000441186 LA SIERRA VERDE CLEANERS 3380 LA SIERRA AVE UNIT #103
RIVERSIDE 92503
CAD983642315 CHEVRON 200734 3390 LA SIERRA AVE RIVERSIDE 925035228 CAL000207076 AUTOZONE #5578 3400 LA SIERRA #G RIVERSIDE 925030000 CAC002226449 LYON PROPERTIES 3400 LA SIERRA AVE RIVERSIDE 925030000 CAL000098860 CHIEF AUTO PARTS #29816 3400 LA SIERRA SUITE G RIVERSIDE 925030000 CAL000293026 LA SIERRA FAMILY DENTISTRY 3410 LA SIERRA AVE STE D RIVERSIDE 92503 CAL000334512 STATER BROS MARKETS #115 3420 LA SIERRA AVE RIVERSIDE 92503 CAL000125361 ALPHA CLEANERS 3430 LA SIERRA RIVERSIDE 925030000 CAL000040779 ALPHA CLEANERS 3430 LA SIERRA RIVERSIDE 925030000 CAL000441170 ALPHA CLEANERS 3430 LA SIERRA AVE #A RIVERSIDE 925030000 CAL000256514 ALPHA CLEANERS 3430 LA SIERRA AVE STE A RIVERSIDE 925030000 CAL000295545 ALPHA CLEANERS 3430 LA SIERRA AVE STE A RIVERSIDE 925035226 CAL000373879 ALPHA CLEANERS 3430 LA SIERRA AVE STE A RIVERSIDE 92503 CAL000124641 ALPHA CLEANERS 3430 LA SIERRA AVENUE RIVERSIDE 925030000 CAD983610023 ALPHA CLEANERS 3430 LA SIERRA UNIT A RIVERSIDE 925030000 CAL000033800 ALPHA CLEANERS 3430 LA SIERRA UNIT A RIVERSIDE 925030000 CAR000231993 CVS PHARMACY # 9910 3440 LA SIERRA AVE RIVERSIDE 925035204 CAL000356493 CVS PHARMACY # 9910 3440 LA SIERRA AVE RIVERSIDE 92503 cal000238646 LONGS DRUG STORE #283 3440 LA SIERRA AVE RIVERSIDE 925035204 CAL000412163 COSMOPROF BEAUTY 3480 LA SIERRA AVE # A RIVERSIDE 925035204 CAD982484644 FOTOMAT CORPORATION #0C809 3860 LA SIERRA RIVERSIDE 925030000 CAC002596977 STEVEN WALKER COMMUNITIES 5164(B&C),5170,5202 LA

SIERRA AVE
RIVERSIDE 92503
CAC002329913 INLAND COMMUNTIES LLC EL SOBRANTE & LA SIERRA RIVERSIDE 925030000

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PR-2024-001656 (TM) Exhibit 8 - MND and Technical Studies The Department of Toxics Substances Control (DTSC) takes every precaution to ensure the accuracy of data in the Hazardous Waste Tracking System (HWTS). However, because of the large number of manifests handled, inaccuracies in the submitted data, limitations of the manifest system and the technical limitations of the database, DTSC cannot guarantee that the data accurately reflect what was actually transported or produced.

Report Generation Date: 12/02/2019

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PR-2024-001656 (TM) Exhibit 8 - MND and Technical Studies 12/2/2019 PR - PR Request
https://onbase-pub.aqmd.gov/sAppNet/UnityForm.aspx?key=UFKey 1/3

PUBLIC RECORDS REQUEST FORM
Request Information
Attention Requestor
Please fill out this form completely. You may include an attachment to the form, if necessary.

Requestor Information
Type of Requested Record(s).

REQUESTED RECORDS. Please be as specific as possible in describing the records you are seeking. The more specific you are, the easier it will be to determine if such records exist in District files. Please contact the Public Records Unit if you need assistance in identifying District records.

Note: Permits to Operate, Equipment Lists, Notices of Violation, Notices to Comply, and Emissions Summaries are available through SCAQMD's FIND page at http://www3.aqmd.gov/webappl/fim/prog/search.aspx (you need to copy and paste this link into your browser).

Time Period of Documents Requested
Requested Facility or Site Information (if applicable)
Note: You may only include one Facility or Site per Form.

Date Stored
Public Record Request Nbr
Time Stored
Public Record Request Tracking Nbr
105421
Requestor Name
Kevin Ballesteros 045.02270
Requestor Company
EFI Global
Requestor Email *
[email protected]
Requestor Phone
(310)854-6300
Requestor Address
5261 West Imperial Highway
Requestor City
Los Angeles
Requestor State
California
Requestor Zip Code
90045
Please Enter a description of the records you are requesting here: * We are requesting any information from your departments pertaining to air emissions, including permits to operate, equipment lists and notices of violation.

Start Date *
01/01/1900
End Date *
12/2/2019
Facility ID (if known)
Facility Name (if known)
Address
Southeast Corner of Victoria Ave. and La Sierra Ave.

City
Riverside
Zip Code
92503
PR-2024-001656 (TM) Exhibit 8 - MND and Technical Studies 12/2/2019 PR - PR Request
https://onbase-pub.aqmd.gov/sAppNet/UnityForm.aspx?key=UFKey 2/3 Requested Application or Permit List. (if applicable)
Please click the Add Button to the right to enter a Application/Permit Number Authorization Letter Attachment
Authorization Letter
Note: Please use the above button for attaching an Authorization Letter from the facility to release confidential information for your public records request.

Supplemental Attachments
Supplemental Documents
Note: Please use the above button for attaching additional documents that will help define your public records request.

I I
PR-2024-001656 (TM) Exhibit 8 - MND and Technical Studies 12/2/2019 PR - PR Request
https://onbase-pub.aqmd.gov/sAppNet/UnityForm.aspx?key=UFKey 3/3

INSTRUCTIONS FOR REQUESTING RECORDS
(California Public Records Act, Govt. Code Sections 6250-6276.48)

1. In order to expedite your request, please fill out the form completely. Requests may also be submitted by phone at (909) 396-3700, by facsimile to (909) 396-3330, or by email to [email protected].

2. Requests must be for records prepared, owned, used, or retained by the District (Gov. Code Sec. 6252(e)). Requests should be for clearly identifiable records. The District is not required to create a new record in response to a request.

The District will assist the requestor in making a request that describes reasonably identifiable records (Gov. Code Sec. 6253.1). Documents will not be provided if disclosure would infringe upon a copyright, trade secret, or is otherwise exempt in accordance with state law.

3. A search for facility records can only be conducted by one or all of the following:
-- a) Facility Name, Address, or Identification Number
-- b) Facility Application Number, or Permit to Operate Number; or -- c) Facility Notice of Violation/Notice to Comply Number.

4. You will be notified within ten (10) days whether your request seeks copies of disclosable public records prepared, owned, used, or retained by this agency. In some cases, the District may need an additional 14 days to respond. If so, you will be notified in writing. You will also be provided an estimated date of when the records will be made available.

5. Communications regarding your request, and any records, will be provided by email, unless specified otherwise.

6. If the search for records finds the records voluminous, you will be notified of the approximate number of pages and/or length of time it will take to process your request.

7. If the records you requested have been marked confidential by the source of the record, you will be notified and given the option of continuing with the District’s Trade Secret process.

8. If your request is to review records, rather than receive copies, the District will notify you once the records are gathered, and arrangements will be made for your review.

9. The charge for the direct cost of duplication is as follows: Paper Copies, $0.15/page each over 10 pages (first 10 pages are free); Copied CD’s or flash drives, no charge; and Copied Audio Tapes, $5.00 each. After a preliminary estimate, advance payment may be required.

10. If the request is for information in an electronic format, the requestor shall bear the cost of producing a copy of the record, including the cost to construct the record and the cost of programming and computer services necessary to produce a copy of the record, when either of the following applies: (1) the District would be required to produce a copy of an electronic record and the record is one that is produced only at otherwise regularly scheduled intervals, or (2) the request would require data compilation, extraction, or programming to produce the record. (Gov. Code Sec. 6253.9(b)). The transfer of gathered electronic records onto CD, DVD or flash drive typically costs $10.00 each. An invoice will accompany your records when completed.

Note: For further information, please refer to the District’s Guidelines for Implementing the California Public Records Act. The Guidelines are available in the lobby of the District Headquarters or on the District’s web site at www.aqmd.gov.

Note: If you have questions pertaining to the submittal of a Public Records Act request, you may contact the Public Records Unit, (909) 396-3700, Tuesday through Friday, 7:00 a.m. to 5:30 p.m. Our Fax number is (909) 396-3330. Our email address is [email protected].

PR-2024-001656 (TM) Exhibit 8 - MND and Technical Studies

KEVIN BALLESTEROS

EFI GLOBAL
5261 W. IMPERIAL HWY.,
LOS ANGELES, CA 90045
Ref.: CONTROL NO: 1399540
Information Management
Public Records Unit
Direct Dial (909) 396-3700
Fax:(909) 396-3330
December 03, 2019

P/O'S, EQL'S, & NOV'S FOR SE CORNER OF VICTORIA A VE & LA SIERRA A VE,

RIVERSIDE, CA
This is in regard to your public records request dated December 03, 2019. The District is unable to process your request as submitted because the record you have requested:

IS TOO VAGUE. PLEASE PROVIDE SPECIFIC INDIVIDUAL ADDRESSES, OR A

COMP ANY NAME, IDENTIFICATION NUMBER OR PERMIT NUMBER (ONE FACILITY PER REQUEST).

If you have any questions, please do not hesitate to contact me at (909) 396-2311. :lt
Sincerely,
LORA TRAPP x2854
For COLLEEN PAINE
Public Records Coordinator
PR-2024-001656 (TM) Exhibit 8 - MND and Technical Studies PR-2024-001656 (TM) Exhibit 8 - MND and Technical Studies Facility ID Facility Na mReclaim Title V Facility Address Facility Status 9828THE METROPOLITAN WATER DIST 18250 LA SIERRA AVE, RACTIVE 26236METRO WATER DIST OF SO CAL 18250 LA SIERRA AVE, RIVERSIDE, CA 92503 72296ALPHA CLEANERS, P. CHANDRA, R .3430 LA SIERRA AVE, RIVERSIDE, CA 92503 87611ALPHA CLEANERS 3430 LA SIERRA AVE, RIVERSIDE, CA 92503 108651ALPHA CLEANERS 3430 LA SIERRA AVE, RIVERSIDE, CA 92503 133236ALPHA CLEANERS/HEE JU KIM 3430 LA SIERRA AVE, RIVERSIDE, CA 92503 144863ALPHA CLEANERS, YOUNG HE PA
R 3430 LA SIERRA AVE, RIVERSIDE, CA 92503
149672CKE RESTAURANTS, INC. # 182 3370 LA SIERRA AVE, RIACTIVE 150082LA SIERRA VERDE CLEANERS 3380 LA SIERRA AVE, RIVERSIDE, CA 92503 152512FRESENIUS MEDICAL CARE NORT
H3470 LA SIERRA AVE, RI ACTIVE
154933 RALPHS GROCERY COMPANY #0983350 LA SIERRA AVE, RI ACTIVE 163028 STATER BROS MARKETS #115 3420 S LA SIERRA, RIVE RACTIVE 167591LA SIERRA VERDE CLEANERS 3380 LA SIERRA AVE, RIVERSIDE, CA 92503 167988ALPHA CLEANERS 3430 LA SIERRA AVE, RIVERSIDE, CA 92503 170946CVS PHARMACY #09910‐01 3440 LA SIERRA AVE, RIACTIVE 181184LA SIERRA 76 GAS & MART 3280 LA SIERRA AVE, RIACTIVE 184731LA SIERRA VERDE CLEANERS 3380 LA SIERRA AVE, RIACTIVE 184737ALPHA CLEANERS 3430 LA SIERRA AVE, RIACTIVE
PR-2024-001656 (TM) Exhibit 8 - MND and Technical Studies EPO-159 (REV 10/17)

For our office locations call us at (888) 722-4234 or visit our website at www.rivcoeh.org

Environmental Protection & Oversight Division
Hazardous Materials Management Branch

REQUEST FOR RECORDS

Requests for review of records are processed on a first come, first serve basis and the processing time is approximately 2-4 weeks.

As required by California Public Records Act Section 6250 et seq., a response will be given within ten (10) business days to confirm receipt of your request.

Pursuant to California Government Code, Section 6254 (f), recor ds of pending investigations and informant’s names, addresses, and telephone numbers, will not be released.

For access to electronic records available online, visit the Public Information section at www.rivcoeh.org for more details.

REQUESTOR INFORMATION
N A M E :

DATE OF REQUEST:

B U S I N E S S N A M E ( I F A N Y ) :

R E T U R N L E G A L M A I L I N G A D D R E S S :

C I T Y :

S T A T E : ZIP:

PHONE:

The following information is required. List each street address separately.

SITE STREET ADDRESS (NO APNs) CITY

1. 2.

3. 4.

5. 6.

7. Requests must be made in writing and submitted by mail, email, or in person to the following office:

4065 County Circle Drive, Room 104, Riverside, CA 92503 Phone: (951) 358-5055
Email: [email protected]
Mailing Address: P.O. Box 7909, Riverside, CA 92513-7909 Kevin Ballesteros 12/2/2019
EFI Global
5261 West Imperial Hwy
Los Angeles CA 90045
310-854-6300 EMAIL: [email protected]
Southeast Corner of Victoria Ave. and La Sierra Ave.Riverside County of Riverside

DEPARTMENT OF ENVIRONMENTAL HEALTH
www .rivcoeh.org
I
I I
PR-2024-001656 (TM) Exhibit 8 - MND and Technical Studies County of Riverside

DEPARTMENT OF ENVIRONMENTAL HEALTH

STEVE VAN STOCKUM, DIRECTOR
Incomplete Records Request Notice
December 4, 2019
EFI Global
5261 West Imperial Hwy
Los Angeles, CA 90045
Attn: Kevin Ballesteros
Request No: 46631
Request Date: 12/02/2019
Re: SOUTHEAST CORNER OF
VICTORIA A VE. & LA SillRRA
A VE., RIVERSIDE
We have received your request for records however a search of our records cannot be conducted based on the infonnation provided .

Please reference a specific site address(s) of inquiry and resubmit the records request.

The Hazardous Materials Management Division is unable to provide information about sites based on APN' s or similar geographic site data.

Please direct questions or correspondence to:

Department of Environmental Health
Hazardous Materials Management Division
4065 County Circle Dr., Rm. 104
P.O. Box 7909
Riverside, CA 92513-7909
Atfenlion: Records Management
Telephone: 951-358-5055
Fax: 951-358-5017
You may also visit our website at www.nvco·h.org
Note : Records for disclosure information of the cities of Corona 951-736-2220, and Riverside 951-826-5737 will need to be directed to the City Fire Department. ~175 ' Main SLTed Slc 10 -1
Con,n,1, CA 91882
800 S S,tnderso n Avmue Ste. 101
Hcrnet C \ 925-l 'i
-17950 i\rJ.hi.t SLreet, Le A
Indio CA 92101
(760) 863 8976
4065 C,1unty ircle Dr , Ste 104
Rivns id , CA 91~03
(951)358 5055
J :wo
(951) .::73-91-13 (951) 766 651-1
BY· Riverside CA 91S01 . .... ,
····-(9'il ) s-io 8~19 F-1x (Q'il) 791 ITlR F.ix (760) Rli ~ 83113 F,11. (951) l5H 5~-11 F ,ll\ Dc1>artment Web Site- www .rivcoch.org
PR-2024-001656 (TM) Exhibit 8 - MND and Technical Studies Home (SupportHome.aspx) Find Information (FindAnswers.aspx) Submit Request (RequestSelect.aspx) My Records Portal (CustomerHome.aspx) Description: Public records are defined as any writing containing information relating to the conduct of the public’s business prepared, owned, used, or retained by any state or local agency regardless of physical form or characteristics.

Contact E-Mail: [email protected]
Department:*
Describe the Record(s) Requested:*
Date Range From:

If Applicable
Date Range To:

If Applicable
Preferred Method to Receive Records:* Post to Riverside Records Portal Copies by Mail
Pick-up Copies
Inspect Onsite
Email Copies
Please note, the maximum total file size for attachment is 50MB.

Attach a File:

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Menu
California Public Records Request
Public Records Request Details
City Clerk


This firm is performing a Phase I Environmental Site Assessment for the property located at the following addresses:

Southeast Corner of Victoria Ave. and La Sierra Ave., Riverside, CA 92503 APN: 136-220-016
We are requesting any information from your departments pertaining to building permit records including demolitions, construction, tenant improvements, major sewer installations/removals, and 01/01/1900
12/02/2019
Attach
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PR-2024-001656 (TM) Exhibit 8 - MND and Technical Studies Home (SupportHome.aspx) Find Information (FindAnswers.aspx) Submit Request (RequestSelect.aspx) My Records Portal (CustomerHome.aspx) Reference No: W003960-120219
Contact E-Mail: [email protected]
Dear Lauren :

Thank you for your interest in public records of the City of Riverside. Your request was received by the Public Records Advocate on 12/2/2019 and given the reference number W003960-120219 for tracking purposes.

Record(s) Requested: This firm is performing a Phase I Environmental Site Assessment for the property located at the following addresses: Southeast Corner of Victoria Ave. and La Sierra Ave., Riverside, CA 92503 APN: 136-220-016 We are requesting any information from your departments pertaining to building permit records including demolitions, construction, tenant improvements, major sewer installations/removals, and certificates of occupancy on the property.

The request is being forwarded to appropriate department(s) for processing.

You can monitor the request progress by selecting "My Records Portal" above. The Public Records Advocate will email you when the request is complete. Thank you for using the Riverside Records Portal.

Diana Alegria
City Clerk’s Office
3900 Main Street
Riverside, CA 92522
(951) 826-5557
[email protected]
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GovO\
PR-2024-001656 (TM) Exhibit 8 - MND and Technical Studies 1 Corbet, Lauren
From: Riverside Records Portal <[email protected]> Sent: Monday, December 2, 2019 9:26 AM
To: Corbet, Lauren
Subject: Riverside Public Records Request :: W003960-120219

Dear Lauren :

Record(s) Requested: This firm is performing a Phase I Environmental Site Assessment for the property located at the following addresses: Southeast Corner of Victoria Ave. and La Sierra Ave., Riverside, CA 92503 APN: 136‐220‐016 We are requesting any information from your departments pertaining to building permit records including demolitions, construction, tenant improvements, major sewer installations/removals, and certificates of occupancy on the property.

The request is being forwarded to appropriate department(s) for processing.

Monitor request progress at the link below. The Public Records Advocate will email you when the request is complete. Thank you for using the Riverside Records Portal.

Diana Alegria
City Clerk’s Office
3900 Main Street
Riverside, CA 92522
(951) 826‐5557
[email protected]

To monitor the progress or update this request please log into the Riverside Records Portal.

PR-2024-001656 (TM) Exhibit 8 - MND and Technical Studies Home (SupportHome.aspx) Find Information (FindAnswers.aspx) Submit Request (RequestSelect.aspx) My Records Portal (CustomerHome.aspx) Description: Public records are defined as any writing containing information relating to the conduct of the public’s business prepared, owned, used, or retained by any state or local agency regardless of physical form or characteristics.

Contact E-Mail: [email protected]
Department:*
Describe the Record(s) Requested:*
Date Range From:

If Applicable
Date Range To:

Attach a File:

Submit
Cancel
Menu
California Public Records Request
Public Records Request Details
Public Works


This firm is performing a Phase I Environmental Site Assessment for the property located at the following addresses:

Southeast Corner of Victoria Ave. and La Sierra Ave., Riverside, CA 92503 APN: 136-220-016
We are requesting any information from your departments pertaining to industrial wastewater discharge, clarifiers, storm water, or industrial waste water, including permits to operate and notices 01/01/1900
12/02/2019
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PR-2024-001656 (TM) Exhibit 8 - MND and Technical Studies

Riverside City CouncilApril 22, 2025

Riverside City Council
April 22, 2025