SPECIAL INSPECTIONS COMBINED SERVICE7
=' azan_ & ASSOCIATES, INC.
GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING
CONSTRUCTION TESTING & INSPECTION . FORENSIC INVESTIGATION
September 1, 2020
Mr. Marc Ikegami
DOUG'S LYNNWOOD MAZDA
22130 Hwy 99
Edmonds, WA 98026
RE: CESCL STORMWATER INSPECTION SERVICES FOR:
Doug's Lynnwood Mazda Service Center
22130 Highway 99
Edmonds, WA
Dear Mr. Ikegami;
KA No. 094-20001
In accordance with your request and authorization, our firm performed stormwater quality monitoring for
the above -referenced project. The inspection was performed on the date(s) indicated below. The
following report is attached:
• CESCL Field Report dated August 28, 2020
If you have any questions, or if we can be of further assistance, please do not hesitate to contact our
office.
Respectfully submitted,
KRAZAN & ASSOCIATES, INC.
ordan Kain
Environmental Department Manager
Lynnwood, WA
JK/ep
4303 19811 Street SW, Lynnwood, Washington 98036 • (425) 485-5519 • FAX (425) 485-6837
With Offices Serving the Western United States
09420001 CESCL Cover Letter.doc
Page 1 of 2
"WI( an&Associates,Inc.
Geotechnical Engineering . Environmental Engineering
Construction Testing and Inspection
Field
Report NO.: 09420001DFR8282020JK
DATE: 8/28/2020 Set Count: CONTRACTOR: Wilcox
PROJECT #: 09420001 PERMIT #:
PROJECT: Mazda Service Center / Hyundai Sales INSPECTOR: Jordan Kain
LOCATION: 22130 WA 99 JURISDICTION: Edmonds
KA P.M.: Jordan Kain WEATHER: Clear TEMP: 70
Teinvorary Erosion and Sediment Control TESC Inspection
Mazda Service Center:
Krazan and Associates representative was on site for the once weekly CESCL inspection at the Mazda Service Center.
Eastern site perimeter needs to be swept clear of sediment prior to a rain event. (see photo) Stormwater drain inserts are
relatively clean and free of debris. Sidewalks are present along the northern site perimeter which act as a conveyance
channel and prevent stormwater from running onto/off the site. Rainwater. Straw wattles are present along the eastern site
perimeter. No gaps are present between the site and eastern asphalt. Contractor needs to maintain sediment -free asphalt
through periodic sweeping and general site tidiness. Erosion and sediment control techniques include crushed rock for truck
tires, silt fences along the eastern, straw wattles, plastic covering soil piles, and storm drain inserts. Below is a visual
r resentation of the site conditions at the time of inspection.
_ r .
Hyundai Sales Building:
Krazan and Associates representative was on site for the once weekly CESCL inspection at the Hyundai Sales Building.
Site perimeter appears effective in preventing sediment from running off -site. Asphalt should still be swept periodically to
eliminate sediment issues due to truck traffic. Soil piles have received full plastic covering. Perimeter sidewalks work is
contained by curbing. Temporary erosion and sediment control techniques include tires, silt fences along the eastern, straw
wattles, plastic covering soil piles, and storm drain inserts. Below is a visual representation of the site conditions at the time
of inspection. Below is a visual representation of the site conditions at the time of inspection.
Offices Serving the Western United States
Lynnwood (425) 485-5519 • Poulsbo (360) 598-2126 • Tacoma (253) 939-2500
The information provided on this report is prepared for the exclusive use of the client This report may not be reproduced in any format without the written permission of the client and Krazen & Associates. This report
indicates our inspectors observation and testing results based on site conditions and contractor activities. This information is subject to review prior to final submittal. By signing this report, our inspector does not accept
responsibilityfor validity of results. The same information has been provided by others on site
Page 2 of 2
:Irk
_= &Associates,Inc.
Geotechnical Engineering . Environmental Engineering
Construction Testing and Inspection
Field
Report NO.: 0942000 1 DFR8282020JK
Reviewed B,,: ASTM Test #: Asset
To the best of my knowledge, the above WAS performed in accordance with the approved plans, specifications and
regulatory requirements.
Technician:
Offices Serving the Western United States
Lynnwood (425) 485-5519 • Poulsbo (360) 598-2126 • Tacoma (253) 939-2500
The information provided on this report is prepared for the exclusive use of the client. This report may not be reproduced in any format without the written permission of the client and Kaman & Associates. This report
indicates our inspectors observation and testing results based on site conditions and contractor activities. This information is subject to review prior to final submittal. By signing this report, our inspector does not accept
responsibility for validity of results. The same information has been provided by others on site.
KlaZall& ASSOCIATES, INC.
GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING
CONSTRUCTION TESTING & INSPECTION
CONSTRUCTION STORMWATER — SITE INSPECTION CHECKLIST
Pagel of 3
Project Name: Mazda Service Center / Hyundai Sales
Project Address: 22130 Highway 99
Permit Number:
Project Number:094-20001
Date: 8/28/20 1 Time: 1:00 PM
Inspector: Jordan Kain, CESCL
Site BMPs
Overall Condition
Need Repair?! Commenta/Obser
vations
ClearingLimits
• Buffer Zones around sensitive areas
❑ Good ❑ Fair ❑ Poor
❑ Yes ❑ No
NA
•
❑ Good ❑ Fair ❑ Poor
❑ Yes ❑ No
•
❑Good ❑Fair ❑Poor
❑ Yes ❑ No
Construction/Access Roads
• Stabilized site entrance
❑ Good ❑Fair ❑ Poor
❑ Yes [—]No
• Stabilized roads/ arkin g areas
El Good ❑ Fair El Poor
El Yes El No
Parking on west end
of the site
•
❑ Good ❑ Fair ❑ Poor
❑ Yes ❑ No
Control Flow Rates
• Swale
❑Good ❑ Fair ❑ Poor
❑ Yes ❑ No
• Dike
❑ Good ❑ Fair ❑ Poor
❑ Good ❑ Fair ❑ Poor
❑ Yes ❑ No
• Sediment Pond
❑ Yes ❑No
• Sediment Trap
❑ Good ❑ Fair ❑ Poor
❑ Yes ❑ No
•
❑ Good ❑ Fair ❑ Poor
El Yes ❑ No
Install Sediment Controls
• Sediment PondlTr
❑ Good ❑ Fair ❑ Poor
❑ Yes ❑ No
•
Silt fencing have
Silt Fence
❑ Good ❑ Fair ❑ Poor
❑ Yes ❑ No
been properly
installed.
• Straw Bale Barriers
❑ Good ❑ Fair ❑ Poor
❑ Yes❑ No
•
Straw Wattles
❑ Good ®Fair ❑Poor
El ❑ No
New straw wattles in
place on both sites
• Sandbags
❑ Good ❑ Fair ❑ Poor
❑ Yes ❑ No
Preserve Vegetation/Stabilize Soils
• Nets and Blankets ❑ Good ❑ Fair ❑ Poor ❑ Yes ❑ No
• Mulch
® Good ❑ Fair ❑ Poor
❑ Yes ® No
• Seeding
® Good ❑ Fair ❑ Poor
❑ Yes ® No
Plastic sheeting is
present on the soil
•
Plastic Sheeting❑Fair
® Good El
Yes
® ❑ No
piles. More sheeting
may be necessary
during construction
_
processes
4303 198" Street SW • Lynnwood, Washington 98036 • (425) 485-5519 • FAX (425) 485-6837
With Offices Serving the Western United States
& ASSOCIATES, INC.
GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING
CONSTRUCTION TESTING & INSPECTION
CONSTRUCTION STORMWATER - SITE INSPECTION CHECKLIST
• ❑ Good ❑ Fair ❑ Poor
❑ Yes ❑ No
Protect Slopes
• Terrace
❑ Good ❑ Fair ❑ Poor
❑ Yes ❑ No
• Pipe Slope Drains
❑ Good ❑ Fair ❑ Poor
❑ Yes ❑ No
•
❑ Good ❑ Fair ❑ Poor
❑ Yes ❑ No
•
❑ Good ❑ Fair ❑ Poor
❑ Yes ❑ No
Protect Drain Inlets
• Inserts
❑ Good ® Fair ❑Poor
® Yes ® No
Drain inserts are in
place
Stabilize Channels and Outlets
• Conveyance Channels
❑ Good ❑ Fair ❑ Poor
❑ Yes ❑ No
• EnerW Dissipators
❑ Good ❑ Fair ❑ Poor
❑ Yes ❑ No
•
❑ Good ❑ Fair ❑ Poor
❑ Yes ❑ No
Control Pollutants
• Chemical Storage Area
® Good ❑ Fair [I Poor
El Yes ® No
No chemicals
resent
• Concrete Handling
❑ Good ❑ Fair ❑ Poor
❑ Yes ❑ No
•
❑ Good ❑ Fair ❑ Poor
L ❑ Yes ❑ No
Control De -Watering
• Baker Tank ❑ Good ❑ Fair ❑ Poor ❑ Yes ❑ No
Project Name: Dou 's Lynnwood Mazda Service Center
Project Number:094-20001 _
Date: 8/28/20 Time: 1:00 PM
Project Address: 22130 Highway 99
Permit Number: N/A
Inspector: Jordan Kain, CESCL
Will existing BMPs need to be modified or removed, or other BMPs installed? No
If YES, list the action items to be completed on the following table:
Actions to be com Ieted
Date Completed
Initials
1.
2.
3.
4.
5.
6.
Weather conditions at the time of the inspections were clear and 70 degrees.
Approximate amount of precipitation since last inspection: __0.00_inches
and precipitation in the previous 24 hours*: _0.00 inches
*based on an on -site rain gauge or local weather data.
Describe discharging stormwater, if present. Note the presence of suspended sediment, "cloudiness", discoloration, or oil sheen.
Was water quality sampling part of this inspection? No
Krazan & Associates, Inc.
With Offices Serving the Western United States
j
-��..KraZ� & ASSOCIATES, INC.
GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING
CONSTRUCTION TESTING & INSPECTION
CONSTRUCTION STORMWATER — SITE INSPECTION CHECKLIST
If YES, record results below attach a separate sheet, if necessary):
Pam meter
Method Select One
Result
Units
Turbid!
❑ Tube ® Meter ❑ Laboratory
NTU (cm, if tube used)
pH Standard Units
H
® Paper ❑ Kit ❑
Meter
Is the site in compliance with the SWPPP and the permit requirements? YES
If no, indicate tasks necessary to bring site into compliance on the "Actions to be Completed" table above, and include dates
each job WILL BE COMPLETED.
If no, has the non-compliance been reported to the Dept. of Ecology? YES / NO
If no, should the SWPPP be modified: YES / NO
Sign the following certification:
"I certify that this report is true, accurate, and complete, to the best of my knowledge and belief. "
Inspection report completed on: 8/28/20 B
p p P y: sh.nature
Title/Qualification of Inspector: CESCL Name: Jordan Kain (print name)
Krazan & Associates, Inc.
With Of Serving the Western United States
=�<�a..
za_ & ASSOCIATES, INC.
GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING
CONSTRUCTION TESTING & INSPECTION • FORENSIC INVESTIGATION
September 28, 2020
Mr. Marc Ikegami
DOUG'S LYNNWOOD MAZDA
22130 Hwy 99
Edmonds, WA 98026
RE: CESCL STORMWATER INSPECTION SERVICES FOR:
Doug's Lynnwood Mazda Service Center
22130 Highway 99
Edmonds, WA
Dear Mr. Ikegami;
KA No. 094-20001
In accordance with your request and authorization, our firm performed stormwater quality monitoring for
the above -referenced project. The inspection was performed on the date(s) indicated below. The
following report is attached:
• CESCL Field Report dated September 25, 2020
If you have any questions, or if we can be of further assistance, please do not hesitate to contact our
office.
Respectfully submitted,
KRA7.AN & ASSOCIATES, INC.
Jo � Kain
Elfvironmental Department Manager
Lynnwood, WA
JK/ep
4303 1981b Street SW, Lynnwood, Washington 98036 • (425) 485-5519 • FAX (425) 485-6837
With Offices Serving the Western United States
09420001 CESCL Covcr Lmer.doc
Page 1 of 2
%dKmz &Associates, Inc. Field
Geotechnical Engineering * Environmental Engineering Report NO.: 09420041DFR9252020JK
Construction Testing and Inspection
DATE: 9/25/2020 Set Count: CONTRACTOR: Wilcox
PROJECT #: 09420001 PERMIT #:
PROJECT: Mazda Service Center / HVL Mdai Sales INSPECTOR: Jordan Kain
LOCATION: 22130 WA 99 JURISDICTION: Edmonds
KA P.M.: Jordan Kain WEATHER: Cloudy TEMP: 70
Temporary Erosion and Sediment Control TESL Ins ection
Mazda Service Center:
Krazan and Associates representative was on site for the once weekly CESCL inspection at the Mazda Service
Center. Site has received asphalt which has eliminated much of the previously exposed soils.(see photo) While
on -site, contractor was placing straw wattles, laid straw and applying grass seeds to western sloped appears (see
phpto) If stormdrains are connected to the stormwater system sediment needs to be removed and drains need to
remain protected. Sidewalks are present along the northern site perimeter which act as a conveyance channel
and prevent stormwater from running onto/off the site. Contractor needs to maintain sediment -free asphalt
through periodic sweeping and general site tidiness. A turbidity sample was taken at the lower elevation catch
basin between the Mazda and Hyundai builds. Erosion and sediment control techniques include crushed rock for
truck tires, silt fences along the eastern, straw wattles, plastic covering soil piles, and storm drain inserts. Below
Hypndai Sales Building:
Krazan and Associates representative was on site for the once weekly CESCL inspection at the Hyundai Sales
Building. Site requires sweeping and removal of roadway sediment (see photos). Exposed soils and lot traffic
spread sediment throughout the drive area. It is necessary to remove sediment from the asphalt to prevent
sediment from running into storm drains. All soils piles need to remain covered when left unworked. Site
perimeter appears effective in preventing sediment from running off -site. Temporary erosion and sediment
control techniques include tires, silt fences along the eastern, straw wattles, plastic covering soil piles, and storm
drain inserts. Below is a visual representation of the site conditions at the time of inspection. Below is a visual
representation of the site conditions at the time of inspection.
Offices Serving the Western United States,
Lynnwood (425) 485-5519 • Poulsbo (360) 598-2126 • Tacoma (253) 939-2500
The information provided on this report is prepared for the exclusive use of the client. This report may not be reproduced in any format without the written permission of the client and Krazan & Associates. This report
indicates our inspectors observation and testing results based on site conditions and contractor activities. This information is subject to review prior to final submittaL By signing this report, our inspector does not accept
responsibility for validity of results. The same information has been provided by others on site.
Page 2 of 2
== azJ&Associates,Inc.
Geotechnical Engineering *Environmental Engineering
Construction Testing and Inspection
Field
Report NO.: 09420001DFR9252020JK
ASTM Test #: Asset
To the best of my knowledge, the above WAS performed in accordance with the approved plans, specifications and
regulatory requirements.
Technician:
Offices Serving the Western United States
Lynnwood (425) 485-5519 • Poulsbo (360) 598-2126 • Tacoma (253) 939-2500
The information provided on this reportis prepared for the exclusive use of the client. This reportmay not be reproduced in any format without the written permission of the client and Kra & Associates. This report
indicates our inspectors observation and testing results based on site conditions and contractor activities. This information is subject to review prior to final submittal. By signing this report, our inspector does not accept
responsibility for validity of results. The same information has been provided by others on site.
!■. V_ ALL ari- & ASSOCIATES INC.
GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING
CONSTRUCTION TESTING & INSPECTION
CONSTRUCTION STORMWATER — SITE INSPECTION CHECKLIST
Pagel of 3
Project Name: Mazda Service Center / Hyundai Sales Project Number:094-20001
Project Address: 22130 Highway 99 Date: 9/25/20 1 Time: 1:00 PM
Permit Number: Inspector: Jordan Kain, CESCL
Site BMPs
Overall Condition
Need Repair?
Comments/Obser
vations
Clearin; ; Limits
• Buffer Zones around sensitive areas
❑ Good ❑ Fair
❑ Poor
❑ Yes ❑ No
NA
•
❑ Good ❑ Fair
❑ Poor
❑ Yes ❑ No
•
❑ Good ❑ Fair
❑ Poor
❑ Yes ❑ No
Construction/Access Roads
❑ Good ❑Fair
❑ Good ❑ Fair
❑ Good ❑ Fair
❑ Poor
❑ Poor
❑ Poor
❑ Yes ❑No
❑ Yes No
❑
Parking on west end
of the site
_
• Stabilized site entrance
• Stabilized roads/ arkin areas
P g
•
❑ Yes ❑ No
Control Flow Rates
• Swale
❑Good ❑ Fair
❑ Good ❑ Fair
❑ Poor
❑ Poor
❑ Yes ❑ No
❑ Yes ❑ No
• Dike
❑ Good ❑ Fair
❑
•
Sediment Pond
❑ Good ❑ Fair
❑ Good ❑ Fair
Poor
❑ Poor
❑ Poor
❑ Yes ❑No
❑ Yes ❑ No
❑ Yes ❑ No
• Sediment Trap
•
Install Sediment Controls
• Sediment Pond/Trap
❑ Good ❑ Fair
❑ Poor
❑ Yes ❑ No
•
Silt fencing have
Silt Fence
❑ Good ❑ Fair
❑ Poor
j ❑ Yes ❑ No
been properly
installed.
• Straw Bale Barriers
❑ Good ❑ Fair
❑ Poor
❑ Yes[—] No
• Straw Wattles
❑ Good ® Fair
❑ Poor
❑ Yes No
❑
New straw wattles in
place on both sites
• Sandbags
❑ Good ❑ Fair
❑ Poor
❑ Yes ❑ No
Preserve Vegetation/Stabilize Soils
❑ Good ❑ Fair
®Good ❑ Fair
❑ Poor
❑ Poor
❑ Yes ❑ No
❑ Yes ® No
• Nets and Blankets
• Mulch
• Seeding
N Good ❑ Fair
❑ Poor
❑ Yes ® No
•
Soils piles need to
Plastic Sheeting
® Good ❑ Fair
❑ Poor
N Yes ❑ No
be covered if left
unworked.
•
❑ Good ❑ Fair
❑ Poor
❑ Yes ❑ No
Protect Slopes
4303 198' Street SW • Lynnwood, Washington 98036 • (425) 485-5519 • FAX (425) 485-6837
With Offices Serving the Western United States
." J
-a & ASSOCIATES INC.
GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING
CONSTRUCTION TESTING & INSPECTION
CONSTRUCTION STORMWATER — SITE INSPECTION CHECKLIST
• Terrace ❑ Good ❑ Fair ❑ Poor
❑ Yes ❑ No
• Pipe Slope Drains ❑ Good ❑ Fair ❑ Poor
❑ Yes ❑ No
•
❑ Good ❑ Fair ❑ Poor
❑ Yes ❑ No
•
❑ Good ❑ Fair ❑ Poor
❑ Yes ❑ No
Protect Drain Inlets
Poor ® Yes ® No rain inserts are in
• Inserts El Good ® Fair ElD
place
_
Stabilize Channels and Outlets
• Conveyance Channels ❑ Good ❑ Fair ❑ Poor ❑ Yes ❑ No
• Energy Dissi ators ❑ Good ❑ Fair ❑ Poor ❑ Yes ❑ No
• ❑ Good ❑ Fair ❑ Poor ❑ Yes ❑ No
Control Pollutants
• Chemical Storage Area
g
® Good ❑ Fair ❑ Poor
❑ Yes ® No
❑ Yes ❑ No
No chemicals
present
Eco-Pan on -site
• Concrete Handling
❑ Good ❑ Fair ❑ Poor
❑ Good ❑ Fair ❑ Poor
•
❑ Yes ❑ No
Control De -Watering
• Baker Tank ❑ Good ❑ Fair ❑ Poor ❑ Yes ❑ No
•
Project Name: Dou 's L nnwood Mazda Service Center
Project Number:094-20001
Date: 9/25/20 1 Time: 1:00 PM
Project Address: 22130 Hi hwav 99
Permit Number: N/A
Inspector: Jordan Kain, CESCL
Will existing BMPs need to be modified or removed, or other BMPs installed? Yes
11 1 E6, list the action items to be completed on the following table:
Actions to be completed Date Completed Initials
1. Sweep asphalt at the Hyundai site
2.
3.
4.
5. �-
6.
Weather conditions at the time of the inspections were rain and 60 degrees.
Approximate amount of precipitation since last inspection:—1.91_inches
and precipitation in the previous 24 hours*: _0.75 inches
*based on an on -site rain gauge or local weather data.
Describe discharging stormwater, if present. Note the presence of suspended sediment, "cloudiness", discoloration, or oil sheen.
Was water quality sampling part of this inspection? No
If YES, record results below (attach a separate sheet, if necessary):
Parameter I Method (Select One) Result I iTnitc
Krazan & Associates, Inc.
With Offices Serving the Western United States
KraZall & ASSOCIATES INC.
GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING
CONSTRUCTION TESTING & INSPECTION
CONSTRUCTION STORMWATER — SITE INSPECTION CHECKLIST
Turbidity
❑ Tube ®
Meter
❑ LaboratorG
NTU cm, if tube used
H
—®—Paper
❑ Kit
LJ Meter
pH Standard Units
Is the site in compliance with the SWPPP and the permit requirements? YES
If no, indicate tasks necessary to bring site into compliance on the "Actions to be Completed" table above, and include dates
each job WILL BE COMPLETED.
If no, has the non-compliance been reported to the Dept. of Ecology? YES / NO
If no, should the SWPPP be modified: YES / NO
Sign the following certification:
"I certify that this report is true, accurate, and complete, to the best of my knowledge and belief. "
Inspection report completed on:_ 9/25/20 __—BY: .si nature
Title/Qualification of Inspector: CESCL Name: Jordan Kain (print name)
Krazan & Associates, Inc.
With Offices Serving the Western United States
Krazan- & ASSOCIATES, INC.
GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING
CONSTRUCTION TESTING & INSPECTION • FORENSIC INVESTIGATION
October 13, 2020
Mr. Marc Ikegami
DOUG'S LYNNWOOD MAZDA
22130 Hwy 99
Edmonds, WA 98026
RE: CESCL STORMWATER INSPECTION SERVICES FOR:
Doug's Lynnwood Mazda Service Center
22130 Highway 99
Edmonds, WA
Dear Mr. Ikegami;
KA No. 094-20001
In accordance with your request and authorization, our firm performed stormwater quality monitoring for
the above -referenced project. The inspection was performed on the date(s) indicated below. The
following report is attached:
• CESCL Field Report dated October 9, 2020
If you have any questions, or if we can be of further assistance, please do not hesitate to contact our
office.
Respectfully submitted,
KRAZAN & ASSOCIATES, INC.
Jordan Kam
f Environmental Department Manager
Lynnwood, WA
JK/ep
4303 19811 Street SW, Lynnwood, Washington 98036 • (425) 485-5519 • FAX (425) 485-6837
With Offices Serving the Western United States
09420001 CESCL Cover Lctter.doc
Page 1 of 1
11(fUZan8tAssoeiates,Inc. Field
Geotechnical Engineering . Environmental Engineering Report NO.: 09420001DFR9252020JK
Construction Testing and Inspection
DATE: 10/9/2020 Set Count: CONTRACTOR: Wilcox
PROJECT #: 09420001 PERMIT #:
PROJECT: Mazda Service Center / H dam Sales INSPECTOR: Jordan Kain
LOCATION: 22130 WA 99 JURISDICTION: Edmonds
KA P.M.: Jordan Kain WEATHER: Cloud TEMP: 65' F
Temporary Erosion and Sediment Control (TESQ Inspection
Mazda Service Center:
The Mazda Service Center site has completed construction and no exposed soils exist on site.
Hyundai Sales Building:
Krazan and Associates representative was on site for the once weekly CESCL inspection at the Hyundai Sales
Building. The site has added asphalt pavement since the last inspection which has eliminated much of the
previously exposed soils. The roadway has sediment throughout and needs to be swept clear prior to a rain event
or direct runoff away from storm drains. All soils piles need to remain covered when left unworked. Site
perimeter appears effective in preventing sediment from running off -site. Below is a visual representation of the
site conditions at the time of inspection.
Reviewed B� : ASTM Test #: Asset Numbers}:
To the best of my knowledge, the above WAS performed in accordance with the approved plans, specifications and
regulatory requirements.
S 11 herintendent/R� ji resentative: Technician:
■
Offices Serving the Western United States
Lynnwood (425) 485-5519 • Poulsbo (360) 598-2126 • Tacoma (253) 939-2500
The information provided on this report is prepared for the exclusive use of the client. This report may not be reproduced in any format without the written permission of the client and Krazan & Associates. This report
indicates our inspectors observation and testing results based on site conditions and contractor activities. This information is subject to review prior to final submittaL By signing this report, our inspector does not accept
resporuibility for validity of results. The same information has been provided by others on site.
="�"KraZan & ASSOCIATES INC.
GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING
CONSTRUCTION TESTING & INSPECTION
CONSTRUCTION STORMWATER — SITE INSPECTION CHECKLIST
Pagel of 3
Project Name: Mazda Service Center / Hyundai Sales Project Number:094-20001
Project Address: 22130 Highway 99 Date: 10/9/20 1 Time: 1:00 PM
Permit Number: Inspector: Jordan Kain, CESCL
Site BMPs
Overall Condition
Need Repair? Comments/Obser
vations
Clearing Limits
• Buffer Zones around sensitive areas
❑ Good ❑ Fair ❑ Poor
❑ Yes ❑ No
NA
•
❑ Good ❑ Fair ❑ Poor
❑ Yes ❑ No
•
❑ Good ❑ Fair ❑ Poor
❑ Yes ❑ No
Construction/Access Roads
• Stabilized site entrance
❑ Good ❑Fair ❑ Poor
❑ Yes ❑No
❑ Good ❑ Fair ❑ Poor
❑ Yes ❑ No
• Stabilized roads/parking areas
of the g Parkint n west end
•
❑ Good ❑ Fair ❑ Poor
❑ Yes ❑ No
Control Flow Rates
❑ Yes ❑ No
• Swale
❑Good ❑ Fair ❑ Poor
❑ Good ❑ Fair ❑ Poor
• Dike
❑ Yes ❑ No
• Sediment Pond
❑ Good ❑ Fair ❑ Poor
❑ Yes ❑No
❑ Yes ❑ No
Sediment Trap
❑ Good ❑ Fair ❑ Poor
❑ Good ❑ Fair ❑ Poor
•
❑ Yes ❑ No
Install Sediment Controls
❑ Good ❑ Fair ❑ Poor ❑ Yes ❑ No
I
❑ Good ❑ Fair ❑ Poor ❑ Yes ❑ No
• Sediment Pond/Trap
_
• Silt Fence
• Straw Bale Barriers
❑ Good ❑ Fair ❑ Poor
❑ Yes❑ No
• Straw Wattles
❑ Good ® Fair ❑ Poor
❑ Good ❑ Fair ❑ Poor
❑ Yes ❑ No
• Sandbags
❑ Yes ❑ No
Preserve Vegetation/Stabilize Soils
❑ Good ❑ Fair ❑ Poor ' El Yes El No
I _
® Good ❑ Fair ❑ Poor ❑ Yes ® No
• Nets and Blankets
_
• Mulch
• Seeding
® Good ❑ Fair ❑ Poor
❑ Yes ® No
•
Soils piles need to
Plastic Sheeting
N Good ❑ Fair ❑ Poor
® Yes ❑ No
be covered if left
❑ Yes ❑ No
unworked.
•
❑ Good ❑ Fair ❑ Poor
Protect Slopes
• ❑ Good ❑ Fair ❑ Poor ❑ Yes ❑ No
4303 198" Street SW • Lynnwood, Washington 98036 • (425) 485-5519 • FAX (425) 485-6837
With Offices Serving the Western United States
-�....Kxaza l_ & ASSOCIATES INC.
GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING
CONSTRUCTION TESTING & INSPECTION
CONSTRUCTION STORMWATER — SITE INSPECTION CHECKLIST
Terrace
• Pipe Slope Drains
❑ Good ❑ Fair ❑ Poor
❑ Yes ❑ No
•
❑ Good ❑ Fair ❑ Poor
❑ Yes ❑ No
•
❑ Good ❑ Fair ❑ Poor
❑ Yes ❑ No
Protect Drain Inlets
• Inserts ❑ Good ® Fair ❑ �0�
® Yes ® No Drain inserts a�in
place
Stabilize Channels and Outlets
• Conveyance Channels ❑ Good ❑ Fair ❑ Poor ❑ Yes ❑ No
• Energy Diss' ators ❑ Good ❑ Fair ❑ Poor ❑ Yes ❑ No
•
❑ Good ❑ Fair ❑ Poor
[:]Yes ❑ No
Control Pollutants
Yes No
El®
No chemicals
• Chemical Area Storage
® Good El Fair ❑ Poor
g
present
• Concrete Handling
❑ Good ❑ Fair ❑ Poor
❑ Yes ❑ No
❑ Yes ❑ No
•
❑ Good ❑ Fair ❑ Poor
Control De -Watering
• Baker Tank
❑ Good ❑ Fair ❑ Poor
❑ Yes ❑ No
Project Name: Dou 's Lynnwood Mazda Service Center
Project Number:094-20001
Date: 10/9/20 1 Time: 1:00 PM
Project Address: 22130 Highway 99
Permit Number: N/A
Inslector: Jordan Kain, CESCL
Will existing BMPs need to be modified or removed, or other BMPs installed? Yes
If YES, list the action items to be completed on the following table:
Actions to be completed
Date Completed
Initials
1. Sweep asphalt at the H dai site
2.
3.
4.
5.
6.
Weather conditions at the time of the inspections were cloudy and 65 degrees.
Approximate amount of precipitation since last inspection:—0.00_inches
and precipitation in the previous 24 hours*: _0.00 inches
*based on an on -site rain gauge or local weather data.
Describe discharging stormwater, if present. Note the presence of suspended sediment, "cloudiness", discoloration, or oil sheen.
Was water quality sampling part of this inspection? No
If YES, record results below (attach a separate sheet, if necessarv):
Parameter
Method Select One
Result Units
71
Turbidity
Lj Tube ® Meter Lj Laboratory
I I NTU (cm, if tube used)
Krazan & Associates, Inc.
With Offices Serving the Western United States
--^. <UA_ & ASSOCIATES, INC.
GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING
CONSTRUCTION TESTING & INSPECTION
CONSTRUCTION STORMWATER — SITE INSPECTION CHECKLIST
1�9 Paper U Kit U Meter I PH Standard Units
Is the site in compliance with the SWPPP and the permit requirements? YES
If no, indicate tasks necessary to bring site into compliance on the "Actions to be Completed" table above, and include dates
each job WILL BE COMPLETED.
If no, has the non-compliance been reported to the Dept. of Ecology? YES / NO
If no, should the SWPPP be modified: YES / NO
Sign the following certification:
"I certify that this report is true, accurate, and complete, to the best of my knowledge and belief. "
Inspection report completed on: 10/9/20 By:(signature)
Title/Qualification of Inspector: _ CESCL _ Name: an Kain rinf name
Krazan & Associates, Inc.
With Offices Serving the Western United States
==--1aZa_J & ASSOCIATES, INC.
GEOTECITNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING
CONSTRUCTION TESTING & INSPECTION • FORENSIC INVESTIGATION
October 20, 2020
Mr. Marc Ikegami
DOUG'S LYNNWOOD MAZDA
22130 Hwy 99
Edmonds, WA 98026
RE: CESCL STORMWATER INSPECTION SERVICES FOR:
Doug's Lynnwood Mazda Service Center
22130 Highway 99
Edmonds, WA
Dear Mr. Ikegami;
KA No. 094-20001
In accordance with your request and authorization, our firm performed stormwater quality monitoring for
the above -referenced project. The inspection was performed on the date(s) indicated below. The
following report is attached:
• CESCL Field Report dated October 16, 2020
If you have any questions, or if we can be of further assistance, please do not hesitate to contact our
office.
Respectfully submitted,
TES, INC.
W
Jor
d
trdEn roe � _ntal Department Manager
Lynnwood, WA
JK/ep
4303 198'h Street SW, Lynnwood, Washington 98036 • (425) 485-5519 • FAX (425) 485-6837
With Offices Serving the Western United States
09420001 CESCL Cover Letter.doc
Page 1 of 1
KraZan&Associate s,Inc.
Geotechnical Engineering . Environmental Engineering
Construction Testing and Inspection
Field
Report NO.: 09420001DFR9252020JK
DATE: 10/16/2020 Set Count: CONTRACTOR: Wilcox
PROJECT #: 09420001 PERMIT #:
PROJECT: Mazda Service Center / HN-undai Sales INSPECTOR: Jordan Kain
LOCATION: 22130 WA 99 JURISDICTION: Edmonds
KA P.M.: Jordan Kain WEATHER: Cloudy TEMP: 60
Temi)orary Erosion and Sediment Control TESL Ins ection
Mazda Service Center:
The Mazda Service Center site has completed construction and no exposed soils exist on site.
Hyundai Sales Building:
Krazan and Associates representative was on site for the once weekly CESCL inspection at the Hyundai Sales
Building. The site has added asphalt pavement since the last inspection which has eliminated much of the
previously exposed soils. As nearly all of the soils have been stabilized or removed from the site, Krazan
anticipates one final inspection once site cleaning has occurred. Below is a visual representation of the site
conditions at the time of inspection.
II
Reviewed By:
k
I ASTM Test #: I
I Asset Number(s
To the best of my knowledge, t e above WAS performed in accordance with the approved plans, specifications and
regulatory requirements.
Superintendent/Representative:
Technician:
Offices Serving the Western United States
Lynnwood (425) 485-5519 • Poulsbo (360) 598-2126 • Tacoma (253) 939-2500
The information provided on this report is prepared for the exclusive use of the client. This report may not be reproduced in any format without the written permission of the client and Krazan & Associates. This report
indicates our inspectors observation and testing results based on site conditions and contractor activities. This information is subject to review prim to final submittal. By signing this report, our inspector does not accept
responsibility for validity of results. The same information has been provided by others on site.
•� �.�7��7�-�y
-�" RL�GLL L &ASSOCIATES, INC.
GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING
CONSTRUCTION TESTING & INSPECTION
CONSTRUCTION STORMWATER — SITE INSPECTION CHECKLIST
Page l of 3
Project Name: Mazda Service Center / H undai Sales
Project Address: 22130 Highway 99
Permit Number:
Project Number:094-20001
Date: 10/16/20 1 Time: 1:00 PM
Inspector: Jordan Kain, CESCL
Site BMPs
Overall Condition Need Repair?
Comments/Obser
vations
Clearing Limits
• Buffer Zones around sensitive areas
❑ Good ❑ Fair ❑ Poor
❑ Yes ❑ No
NA
•
❑ Good ❑ Fair ❑ Poor
❑ Yes ❑ No
•
❑ Good ❑ Fair ❑ Poor
❑ Yes ❑ No
Construction/Access Roads
• Stabilized site entrance
❑ Good Elf air ❑ Poor
❑ Yes ❑No
❑ Good ❑ Fair ❑ Poor
❑ ❑ Yes No
Parking on west end
Stabilized roads/jarkin areas
of the site
•
❑ Good ❑ Fair ❑ Poor
❑ Yes ❑ No
Control Flow Rates
• Swale
❑Good ❑ Fair ❑ Poor
❑ Yes ❑ No
• Dike
❑ Good ❑ Fair ❑ Poor
❑ Yes ❑ No
• Sediment Pond
❑ Good ❑ Fair ❑ Poor
❑ Yes [:]No
• Sediment Trap
❑ Good ❑ Fair ❑ Poor
❑ Yes ❑ No
•
❑ Good ❑ Fair ❑ Poor
❑ Yes ❑ No
Install Sediment Controls
• Sediment Pond/Trap
❑ Good ❑ Fair ❑ Poor
❑ Yes ❑ No
• Silt Fence
❑ Good ❑ Fair ❑ Poor
❑ Yes ❑ No
• Straw Bale Barriers
❑ Good ❑ Fair ❑ Poor
❑ Yes[—] No
• Straw Wattles
❑ Good ® Fair ❑ Poor
❑ Yes ❑ No
• Sandbags
❑ Good ❑ Fair ❑ Poor
❑ Yes ❑ No
Preserve Vegetation/Stabilize Soils
• Nets and Blankets
❑ Good ❑ Fair ❑ Poor
❑ Yes ❑ No
• Mulch
® Good ❑ Fair ❑ Poor
❑ Yes ® No
• Seeding
® Good ❑ Fair ❑ Poor
❑ Yes ® No
• Plastic Sheeting
® Good ❑ Fair ❑ Poor
® Yes ❑ No
•
❑ Good ❑ Fair ❑ Poor
❑ Yes ❑ No
Protect Slopes
•
❑ Good ❑ Fair ❑ Poor
ElYes ❑ No
Terrace
4303 198" Street SW • Lynnwood, Washington 98036 • (425) 485-5519 • FAX (425) 485-6837
With Offices Serving the Western United States
�qWL_ 1 ,
14(-aZa._ & ASSOCIATES, INC.
GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING
CONSTRUCTION TESTING & INSPECTION
CONSTRUCTION STORMWATER — SITE INSPECTION CHECKLIST
• Pi e Slope Drains
❑ Good ❑ Fair ❑ Poor
❑ Yes ❑ No
•
❑ Good ❑ Fair ❑ Poor
❑ Yes ❑ No
•
❑ Good ❑ Fair ❑ Poor
❑ Yes ❑ No
Protect Drain Inlets
•
❑ Good ® Fair ❑ Poor ® Yes ® No
Drain inserts are in
Inserts
place
Stabilize Channels and Outlets
• Convevance Channels
❑ Good ❑ Fair ❑ Poor
❑ Yes ❑ No
• EnerU Dissi ators
❑ Good ❑ Fair ❑ Poor
❑ Yes ❑ No
•
❑ Good ❑ Fair ❑ Poor
❑ Yes ❑ No
Control Pollutants
•
Chemical Storas;eArea
® Good ❑ Fair ❑ Poor
❑ ® Yes No
No chemicals
present
• Concrete Handling
❑ Good ❑ Fair ❑ Poor
❑ Yes ❑ No
❑ Yes ❑ No
•
❑ Good ❑ Fair ❑ Poor
Control De -Watering
• Baker Tank
❑ Good ❑ Fair ❑ Poor
❑ Yes ❑ No
•
Project Name: Dou 's Lynnwood Mazda Service Center
Project Number:094-20001
Project Address: 22130 Highway 99
Date: 10/16/20 1 Time: 1:00 PM
Permit Number: N/A
Inspector: Jordan Kain, CESCL
Will existing BMPs need to be modified or removed, or other BMPs installed? Yes
If YES, list the action items to be completed on the following table:
Actions to be com feted
Date Completed
Initials
1. Sweep asphalt at the Hyundai site
2.
3.
4.
5.
6.
Weather conditions at the time of the inspections were cloudy and 60 degrees.
Approximate amount of precipitation since last inspection:—2.19_inches
and precipitation in the previous 24 hours*: _0.00 inches
*based on an on -site rain gauge or local weather data.
Describe discharging stormwater, if present. Note the presence of suspended sediment, "cloudiness", discoloration, or oil sheen.
Was water quality sampling part of this inspection? No
If YES, record results below (attach a separate sheet, if necessarv):
j Parameter I Method (Select One) I Result I Units I
Krazan & Associates, Inc.
With Offices Serving the Western United States
.:« :.� �r
A aZa _l & ASSOCIATES, INC.
GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING
CONSTRUCTION TESTING & INSPECTION
CONSTRUCTION STORMWATER — SITE INSPECTION CHECKLIST
Turbidity
F1 Tube ® Meter ❑ Laboratory
NTU (cm, if tube used)
H
N Paper
Kit ❑ Meter
pH Standard Units
Is the site in compliance with the SWPPP and the permit requirements? YES
If no, indicate tasks necessary to bring site into compliance on the "Actions to be Completed" table above, and include dates
each job WILL BE COMPLETED.
If no, has the non-compliance been reported to the Dept, of Ecology? YES / NO
If no, should the SWPPP be modified: YES / NO
Sign the following certification:
"I certify that this report is true, accurate, and complete, to the best of my knowledge and belief. "
LInspection report completed on: 10/16/20 By: si nature
Title/Qualification of Inspector: CESCL Name: rdan Kain rint name
Krazan & Associates, Inc.
With Offices Serving the Western United States
4 - KUM 0 1 --d
KIaZan & ASSOCIATES INC.
GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING
CONSTRUCTION TESTING & INSPECTION • FORENSIC INVESTIGATION
October 21, 2020
Mr. Marc Ikegami (E-Mail)
DOUG'S LYNNWOOD MAZDA
22130 Hwy 99
Edmonds, WA 98026
KA No. 094-20001
RE: CESCL STORMWATER INSPECTION SERVICES FOR:
Doug's Lynnwood Mazda Service Center — FINAL CESCL INSPECTION
22130 Highway 99
Edmonds, Washington
Dear Mr. Ikegami;
In accordance with your request and authorization, our firm performed stormwater quality monitoring for
the above -referenced project. The inspection was performed on the date(s) indicated below. The
following report is attached:
• CESCL Field Report dated October 20, 2020
If you have any questions, or if we can be of further assistance, please do not hesitate to contact our
office.
Respectfully
KRAZAN &
INC.
" JordanV6,'
En)j4�roDepartment Manager
LyfinA
JYJep
4303 198" Street SW, Lynnwood, Washington 98036 • (425) 485-5519 • FAX (425) 485-6837
With Offices Serving the Western United States
09420001 CESCL Cover Letter.doc
Page 1 of 1
. tt.nr
— K�an & A s s o c i a t e s, I n c.
Geotechnical Engineering a Environmental Engineering
Construction Testing and Inspection
Field
Report NO.: 0942000 1 DFR9252020JK
DATE: 10/20/2020 Set Count: CONTRACTOR: Wilcox
PROJECT #: 09420001 PERMIT #:
PROJECT: Mazda Service Center / Hyundai Sales INSPECTOR: Jordan Kain
LOCATION: 22130 WA 99 JURISDICTION: Edmonds
KA P.M.: Jordan Kain WEATHER: Cloudy TEMP: 55
Temporary Erosion and Sediment Control TESC Ins ection
Mazda Service Center:
The Mazda Service Center site has completed construction and no exposed soils exist on site.
Hyundai Sales Building
Krazan and Associates representative was on site for the once weekly CESCL inspection at the Hyundai Sales
Building. The site has contained all exposed soils through the use of landscaping. Previous sediment deposits
sitting on the asphalt has been swept clean and no potential run-off sediment exists on -site. There are no
sediment or erosion control issues remaining on the site and the site can be considered permanently stabilized.
This report can be considered the closeout stormwater report for the site. Below is a visual representation of the
site conditions at the time of inspection.
Reviewed By:
ASTM Test #:
Asset Number(s):
To the best of my knowledge, thefabove WAS performed in accordance with the approved plans, specifications and
regulatory requirements. r
Superintendent/Representative:
Technician:
Offices Serving the Western United States
Lynnwood (425) 485-5519 • Poulsbo (360) 598-2126 • Tacoma (253) 939-2500
The information provided on this report is prepared for the exclusive use of the client. This report may not be reproduced in any format without the written permission ofthe client and Kra7.an & Associates. This report
indicates our inspectors observation and testing results based on site conditions and contractor activities. This information is subject to review prior to final submittal. By signing this report, our inspector does not accept
responsibility for validity of results. The same information has been provided by others on site.
�-`Krazairi & ASSOCIATES INC.
GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING
CONSTRUCTION TESTING & INSPECTION
CONSTRUCTION STORMWATER — SITE INSPECTION CHECKLIST
Pagel of 3
Project Name: Mazda Service Center / H undai Sales
Project Address: 22130 H' hway 99
Permit Number:
Project Number:094-20001
Date: 10/20/20 1 Time: 9:30 AM
Inspector: Jordan Kain, CESCL
Site BMPs
Overall Condition
Need Repair? Comments/Obser
vations
Clearing Limits
• Buffer Zones around sensitive areas ❑ Good ❑ Fair ❑ Poor ❑ Yes ❑ No NA
•
❑ Good ❑ Fair ❑ Poor
❑ Yes [:]No
•
❑ Good ❑ Fair ❑ Poor
❑ Yes ❑ No
Construction/Access Roads
• Stabilized site entrance
❑ Good ❑Fair ❑ Poor
❑ Yes ❑No
• Stabilized roads/ arkin
P g areas
❑ Good ❑ Fair ❑Poor
El ❑ No
Parking on west end
of the site
•
❑Good ❑Fair ❑Poor
❑Yes ElNo
Control Flow Rates
• Swale
❑Good ❑ Fair ❑ Poor
❑ Yes ❑ No
• Dike
❑ Good ❑ Fair ❑ Poor
❑ Yes ❑ No
• Sediment Pond
❑ Good ❑ Fair ❑ Poor
❑ Yes []No
• Sediment Trap
❑ Good ❑ Fair ❑ Poor
❑ Yes ❑ No
•
❑ Good ❑ Fair ❑ Poor
❑ Yes ❑ No
Install Sediment Controls
• Sediment Pond/Trap
❑ Good ❑ Fair ❑ Poor
❑ Yes ❑ No
• Silt Fence
❑ Good ❑ Fair ❑ Poor
❑ Yes ❑ No
• Straw Bale Barriers
❑ Good ❑ Fair ❑ Poor
❑ Yes[:] No
• Straw Wattles
❑ Good ® Fair ❑ Poor
❑ Yes ❑ No
❑ Yes ❑ No
• Sandbags
❑ Good ❑ Fair ❑ Poor
Preserve Vegetation/Stabilize Soils
_
• Nets and Blankets ❑ Good ❑ Fair ❑ Poor ❑ Yes ❑ No
• Mulch
® Good ❑ Fair ❑ Poor
❑ Yes N No
❑ Yes ® No
El Yes ❑ No
• Seeding
® Good ❑ Fair ❑ Poor
® Good El Fair El Poor
•
Plastic Sheeting_ _
•
❑ Good ❑ Fair ❑ Poor
❑ Yes ❑ No
Protect Slopes _
• Terrace ❑ Good ❑ Fair ❑ Poor ❑ Yes ❑ No
4303 198"' Street SW • Lynnwood, Washington 98036 • (425) 485-5519 • FAX (425) 485-6837
With Offices Serving the Western United States
_. i. ar
C1 & ASSOCIATES, INC.
GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING
CONSTRUCTION TESTING & INSPECTION
CONSTRUCTION STORMWATER — SITE INSPECTION CHECKLIST
• Pipe Slope Drains
❑ Good ❑ Fair ❑ Poor
❑ Good ❑ Fair ❑ Poor
❑ Yes ❑ No
❑ Yes ❑ No
•
•
❑ Good ❑ Fair ❑ Poor
❑ Yes ❑ No
Protect Drain Inlets
•
Inserts
❑ Good ® Fair El Poor
® Yes ®No
Drain inserts are in
place
Stabilize Channels and Outlets
• Conveyance Channels
❑ Good ❑ Fair ❑ Poor
❑ Yes ❑ No
• Energy Dissi ators
❑ Good ❑ Fair ❑ Poor
❑ Yes ❑ No
•
❑ Good ❑ Fair ❑ Poor
❑ Yes ❑ No
Control Pollutants
•
Chemical Storage Area
®Good El Fair ❑Poor
El Yes ® No
No chemicals
present
• Concrete Handling
❑ Good ❑ Fair ❑ Poor
❑ Yes ❑ No
•
❑ Good ❑ Fair ❑ Poor
❑ Yes ❑ No
Control De -Watering
• Baker Tank
❑ Good ❑ Fair ❑ Poor
❑ Yes ❑ No
•
Project Name: Dou 's Lynnwood Mazda Service Center
Project Number:094-20001
Project Address: 22130 Highway 99
Date: 10/20/20 Time: 9:30 AM
Permit Number: N/A
Inspector: Jordan Kain, CESCL
Will existing BMPs need to be modified or removed, or other BMPs installed? No
If YES, list the action items to be completed on the following table:
Actions to be completed
Date Completed
Initials
1.
2.
3.
4.
5.
6.
Weather conditions at the time of the inspections were cloudy and 55 degrees.
Approximate amount of precipitation since last inspection:—0.27_inches
and precipitation in the previous 24 hours*: _0.00 inches
*based on an on -site rain gauge or local weather data.
Describe discharging stormwater, if present. Note the presence of suspended sediment, "cloudiness", discoloration, or oil sheen.
Was water quality sampling part of this inspection? No
If YES, record results below (attach a separate sheet, if necessary):
Parameter Method Select One
Result
Units
Turbidity
❑ Tube ® Meter ❑ Laboratory
NTU (cm, if tube used)
PH
® Paper ❑ Kit ❑
Meter
pH Standard Units
Krazan & Associates, Inc.
With Offices Serving the Western United States
_Gizall & ASSOCIATES, INC.
GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING
CONSTRUCTION TESTING & INSPECTION
CONSTRUCTION STORMWATER — SITE INSPECTION CHECKLIST
Is the site in compliance with the SWPPP and the permit requirements? YES
If no, indicate tasks necessary to bring site into compliance on the "Actions to be Completed" table above, and include dates
each job WILL BE COMPLETED.
If no, has the non-compliance been reported to the Dept. of Ecology? YES / NO
If no, should the SWPPP be modified: YES / NO
Sign the following certification:
"I certify that this report is true, accurate, and complete, to the,fiest o knowledge and belief. "
Inspection report completed on: 10/20/20 By:
Title/Qualification of Inspector: CESCL Name:
Krazan & Associates, Inc.
With Offices Serving the Western United States