HomeMy WebLinkAbout4013 Totem Park Ln_BLD6119_2024_Withdrawn
Permit Packet Coversheet
Community and Economic Development
City of Arlington • 18204 59th Avenue NE • Arlington, WA 98223 • Phone (360) 403-3551
Page 1 of 1
Permit Number: Permit Type:
Address/Parcel: Completed (Month/Year):
Land Use
Notice of Decision
Staff Report
Application
Narrative
Legal Description
Vicinity Map
Site Plan
Landscape Plan
Complete Streets Checklist
Traffic Impact Analysis
Snohomish County Traffic Mitigation Offer
WSDOT Traffic Offer Form
Tree Survey
Stormwater Drainage Report
Geotech Report
Critical Area Evaluation Form
SEPA Checklist
Public Notice Material
Noticing and Related Documents
Water / Sewer Availability Certificate
Unanticipated Discovery Plan Form
Aerial Photo of Site
Proposed Building Materials
Lighting Plans and Lighting Cut Sheets
Color Elevations
Design Matrix
Plat Map
Title Report
Lot Closures
Preliminary Civil Plans
Archaeological Survey
o Confidential Documents. Contact the
City to obtain.
Topography (Existing Conditions)
CC&R’s
Deeds / Easements / Conveyances
/Dedications
Developer’s Agreement
Recorded Copies
Bonding or Assignment of Funds
o Confidential Documents. Contact the
City to obtain.
Letters and Project Documents
Other:
Civil
Issued Permit
Application
Other Applications
Construction Calculation Worksheet
Approved Plans
Review Comment Form
Letters and Project Documents
Other Agency Permits
Reports:
o Drainage Report Pg:
o Stormwater Pg:
o Geotech Pg:
o All Other Reports
SEPA and Noticing Materials
Inspections
As-Builts
Other:
Building
Issued Permit
Application
Additional Applications
Approved Plans
Site Plan
Letters and Project Documents
Calculations
Project Specification Manuals
Reports
Certificate of Occupancy
Inspections
Other:
BLD6119 Commercial Zoning Verification
4013 Totem Park Ln Withdrawn 2024
4013 TOTEM PARK LANE 45000
00420000001300
NEW GARAGE WITH LOFT AT REAR OF PROPERTY
JASON GROW
JASONEGROW11@GMAIL.COM
4013 TOTEM PK LN ARLINGTON WA 98223
TO BE DETERMINED
206-565-2109
X X
JMDESIGNS AND PERMITTING LLC 08/01/24
35 24 29 1750
10245 4610
3324 10245 32.44
GAS GAS
S S
E / L
LEGEND:
PROPERTY
LINE
WATER LINE
GAS LINE
SEWER LINE
ELEC. LINE
P P P
SET BACK
LINE
SBL SBL SBL
SILT FENCING
EROSION CONTROL
HIGH VIABILITY
FENCING
X X X
V V V
FOOTING/
DOWN
SPOUT
DRAIN AND
CONNECTION
DIRECTION
SET BACK
LINE
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DATE:
06/13/24
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4013 TOTEM PARK LANE ARLINGTON
SITE PLAN
1/2
WET WEATHER NOTES
1.THE ALLOWED TIME A DISTURBED AREA MAY REMAIN UNWORKED WITHOUT COVER
MEASURES IS REDUCED TO TWO CONSECUTIVE DAYS RATHER THAN SEVEN DURING
WET WEATHER.
2.STOCKPILES AND STEEP CUT AND FILL SLOPES ARE TO BE PROTECTED IS UNWORKED
FOR MOTE THAN 12 HOURS.
3.COVER MATERIALS SUFFICIENT TO COVER ALL DISTURBED AREAS SHALL BE
STOCKPILED ON SITE.
4.ALL AREAS THAT ARE TO BE UNWORKED DURING THE WET SEASON SHALL BE SEEDED
WITHIN ONE WEEK OF BEGINNING OF THE WET SEASON.
5.MULCH IS REQUIRED TO PROTECT ALL SEEDED AREAS.
6.FIFTY LINEAR FEET OF SILT FENCE AND NECESSARY STAKES PER ACRE OF
DISTURBANCE ARE TO BE STOCKPILED ONSITE.
7.CONSTRUCTION ROAD AND PARKING LOT STABILIZATION ARE REQUIRED FOR ALL
SITES UNLESS THE SITE IS UNDERLAIN BY COARSE GRAINED SOIL.
8.SEDIMENT RETENTION IS REQUIRED UNLESS NO OFFSITE DISCHARGE IS ANTICIPATED
FOR THE SPECIFIED SEASON.
9.SURFACE WATER CONTROLS ARE REQUIRED UNLESS NO OFFSITE DISCHARGE IS
ANTICIPATED FOR THE SPECIFIED DESIGN FLOW.
10.PHASING AND MORE CONSERVATIVE BMPS MUST BE EVALUATED FOR CONSTRUCTION
ACTIVITY NEAR SURFACE WATERS.
11.ANY RUNOFF GENERATED BY DEWATERING MAY BE REQUIRED TO DISCHARGE TO THE
SANITARY SEWER WITH APPROPRIATE AUTHORIZATION, PORTABLE SAND FILTER
SYSTEMS OR HOLDING TANKS.
12.MAINTENANCE REVIEW OF TESC FACILITIES SHALL BE WEEKLY THROUGH THE WET
SEASON.
EROSION AND SEDIMENT CONTROL NOTES
1.APPROVAL OF THIS EROSION AND SEDIMENT CONTROL (ESC) PLAN DOES NOT
CONSTITUTE AN APPROVAL OF PERMANENT ROADS OR DRAINAGE DESIGN. I.E. SIZE
AND LOCATION OF ROADS, PIPES, RESTRICTORS, CHANNELS, RETENTION FACILITIES,
UTILITIES, ETC.
2.THE IMPLEMENTATION OF THESE ESC PLANS AND THE CONSTRUCTION,
MAINTENANCE, REPLACEMENT, AND UPGRADING OF THESES ESC FACILITIES IS THE
RESPONSIBILITY OF THE APPLICANT AND ESC SUPERVISOR UNTIL ALL CONSTRUCTION
IS APPROVED.
3.THE BOUNDARIES OF THE CLEARING LIMITS SHOWN ON THIS PLAN SHALL BE
CLEARLY FLAGGED BY A CONTINUOUS LENGTH OF SURVEY TAPE OR FENCING IF
REQUIRED PRIOR TO CONSTRUCTION. DURING THE CONSTRUCTION PERIOD NO
DISTURBANCE BEYOND THE CLEARING LIMITS SHALL BE PERMITTED. THE CLEARING
LIMITS SHALL BE MAINTAINED BY THE APPLICANT AND ESC SUPERVISOR FOR THE
DURATION OF THE CONSTRUCTION.
4.THE ESC FACILITIES SHOWN ON THIS PLAN MUST BE CONSTRUCTED PRIOR TO OR IN
CONJUNCTION WITH ALL CLEARING AND GRADING SO AS TO ENSURE THAT THE
TRANSPORT OF SEDIMENT TO SURFACE WATERS, DRAINAGE SYSTEMS, AND
ADJACENT `PROPERTIES IS MINIMIZED.
5.THE ESC FACILITIES SHOWN ON THIS PLAN ARE THE MINIMUM REQUIREMENTS FOR
ANTICIPATED SITE CONDITIONS. DURING THE CONSTRUCTION PERIOD THESE ESC
FACILITIES SHALL BE UPGRADED AS NEEDED FOR UNEXPECTED STORM EVENTS AND
MODIFIED TO ACCOUNT FOR CHANGING SITE CONDITIONS E.G. ADDITIONAL SUMP
PUMPS, RELOCATION OF DITCHES AND SILT FENCES, ETC.
6.THE ESC FACILITIES SHALL BE INSPECTED DAILY BY THE APPLICANT AND ESC
SUPERVISOR AND MAINTAINED TO ENSURE CONTINUED PROPER FUNCTIONING.
WRITTEN RECORD SHALL BE KEPT OF WEEKLY REVIEWS OF THE ESC FACILITIES
DURING THE WET SEASON OCT. 1 TO APRIL 30. AND OF MONTHLY REVIEWS DURING
THE DRY SEASON MAY 1 TO SEPT. 30.
7.ANY AREAS OF EXPOSED SOILS INCLUDING ROADWAY EMBANKMENTS, THAT WILL
NOT BE DISTURBED FOR TWO DAYS DURING THE WET SEASON OR 7 DAYS DURING THE
DRY SEASON SHALL BE IMMEDIATELY STABILIZED WITH THE APPROVED ESC
METHODS SUCH AS SEEDING, MULCHING. PLASTIC COVERING, ETC.
8.ANY AREA NEEDING ESC MEASURES NOT REQUIRING IMMEDIATE ATTENTION SHALL
BE ADDRESSED WITHIN 15 DAYS.
9.THE ESC FACILITIES ON INACTIVE SITES SHALL BE INSPECTED AND MAINTAINED A
MINIMUM OF ONCE A MONTH OR WITHIN FORTY EIGHT HOURS FOLLOWING A STORM
EVENT.
10.AT NO TIME SHALL MORE THAN ONE FOOT OF SEDIMENT BE ALLOWED TO
ACCUMULATE WITHIN A CATCH BASIN. ALL CATCH BASINS AND CONVEYANCE LINES
SHALL BE CLEANED PRIOR TO PAVING. THE CLEANING OPERATION SHALL NOT FLUSH
SEDIMENT-LADEN WATER INTO THE DOWNSTREAM SYSTEM.
11.STABILIZED CONSTRUCTION ENTRANCES AND ROADS SHALL BE INSTALLED AT THE
BEGINNING OF CONSTRUCTION AND MAINTAINED FOR THE DURATION OF THE
PROJECT. ADDITIONAL MEASURES SUCH AS WASH PADS MAY BE REQUIRED TO
ENSURE THAT ALL PAVED AREAS ARE KEPT CLEAN FOR THE DURATION OF THE
PROJECT.
12.ANY PERMANENT FLOW CONTROL FACILITY USED AS A TEMPORARY SETTLING BASIN
SHALL BE MODIFIED WITH THE NECESSARY EROSION CONTROL MEASURES AND
SHALL PROVIDE ADEQUATE STORAGE CAPACITY. IF THE FACILITY IS TO FUNCTION
ULTIMATELY AS AN INFILTRATION SYSTEM, THE TEMPORARY FACILITY MUST BE
GRADED SO THAT THE BOTTOM AND SIDES ARE AT LEAST THREE FEET ABOVE THE
FINAL GRADE OF THE PERMANENT FACILITY.
13.WHERE STRAW MULCH FOR TEMPORARY EROSION CONTROL IS REQUIRED, IT SHALL
BE APPLIED AT A MINIMUM THICKNESS OF 2 TO 3 INCHES.
14.PRIOR TO THE BEGINNING OF THE WET SEASON ALL DISTURBED AREAS SHALL BE
REVIEWED TO IDENTIFY WHICH ONES CAN BE SEEDED IN PREPARATION FOR THE
WINTER RAINS. DISTURBED AREAS SHALL BE SEEDED WITHIN ONE WEEK OF THE
BEGINNING OF THE WET SEASON. A SKETCH MAP OF THOSE AREAS TO BE SEEDED AND
THOSE AREAS TO REMAIN UNCOVERED SHALL BE SUBMITTED TO EH DDES INSPECTOR.
THE DDES INSPECTOR CAN REQUIRE SEEDING OF ADDITIONAL AREAS IN ORDER TO
PROTECT SURFACE WATERS ADJACENT PROPERTIES AND OR DRAINAGE FACILITIES.
15.SILTATION BARRIERS SHALL BE INSPECTED IMMEDIATELY AFTER EACH RAINFALL
AND AT LEAST DAILY DURING PROLONGED RAINFALL. CLOSE ATTENTION SHALL BE
PAID TO THE REPAIR OF DAMAGED BALES. END RUNS AND UNDERCUTTING BENEATH
BALES. NECESSARY REPAIRS TO BARRIERS OR REPLACEMENT OF BALES SHALL BE
ACCOMPLISHED PROMPTLY. SEDIMENT DEPOSITS SHOULD BE REMOVED AFTER EACH
RAINFALL. THEY MUST BE REMOVED WHEN THE LEVEL OF DEPOSITION REACHES ONE
HALF THE HEIGHT OF THE BARRIER. ANY SEDIMENT DEPOSITS REMAINING IN PLACE
AFTER THE STRAW BALE BARRIER IS NO LONGER REQUIRED SHALL BE DRESSED TO
CONFORM TO THE EXISTING GRADE, PREPARED AND SEEDED.
BMP T101: TREE PROTECTION
ALL SWPPP AND BMPS TO BE FOLLOWED
AND APPLIED TO THIS PROJECT INCLUDING
BUT NOT LIMITED TO-
BMP C105: STABILIZED CONSTRUCTION ENTRANCE/EXIT
BMP C106: WHEEL WASH
BMP C107: CONSTRUCTION ROAD / PARKING AREA STABILIZATION
BMP C103: HIGH VISIBILITY PLASTIC OR METAL FENCE
BMP C233: SILT FENCE
BMP C140: DUST CONTROL
BMP C123: PLASTIC COVERING
BMP C202: CHANNEL LINING
BMP C122: NETS AND BLANKETS
BMP C209: OUTLET PROTECTION
SIGNIFIES EXISTING LOCATION OF A TREE.
NO TREES TO BE REMOVED OR ALTERED
ON THIS PREOJECT
134'
45'
137'
TOT
E
M
P
A
R
K
L
N
EXISTING
DRIVEWAY
UNALTERED
EXISTING
RESIDENCE
UNALTERED
EXISTING
BACK PATIO
UNALTERED
P
P
P
P
SBL
SBL
SBL
SBL
CON
S
T
R
U
C
T
I
O
N
ENT
R
A
N
C
E
EXISTING
SHACK TO BE
DEMOLISHED
5'
5'
10'
SOIL STOCK
PILE
MATERIAL
STAGING
AREA
5'
V
V
V
V
X
X
X
X
FD
FD
FD
FD
FD
FD
FD
FD
FD
FD
FD
FD
SQUARE FOOTAGE OF-SQ FT
EXISITING RESIDENCE FOOT PRINT INCLUDING ROOF OVERHANG
DRIVEWAY AND WALK WAYS
1970
1182
TOTAL EXISTING SQ FT IMPERVIOUS 3480
TOTAL EXISTING IMPERVIOUS PERCENTAGES 33.96%
PARCEL SIZE 10245
BACK PATIO 328
PROPOSED GARAGE FOOT PRINT INCLUDING ROOF OVERHANG 1026
TOTAL PROPOSED SQ FT IMPERVIOUS 4506
TOTAL PROPOSED IMPERVIOUS PERCENTAGES 43.98%
306
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DATE:
06/13/24
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4013 TOTEM PARK LANE ARLINGTONWET WEATHER NOTES
1.THE ALLOWED TIME A DISTURBED AREA MAY REMAIN UNWORKED WITHOUT COVER
MEASURES IS REDUCED TO TWO CONSECUTIVE DAYS RATHER THAN SEVEN DURING
WET WEATHER.
2.STOCKPILES AND STEEP CUT AND FILL SLOPES ARE TO BE PROTECTED IS UNWORKED
FOR MOTE THAN 12 HOURS.
3.COVER MATERIALS SUFFICIENT TO COVER ALL DISTURBED AREAS SHALL BE
STOCKPILED ON SITE.
4.ALL AREAS THAT ARE TO BE UNWORKED DURING THE WET SEASON SHALL BE SEEDED
WITHIN ONE WEEK OF BEGINNING OF THE WET SEASON.
5.MULCH IS REQUIRED TO PROTECT ALL SEEDED AREAS.
6.FIFTY LINEAR FEET OF SILT FENCE AND NECESSARY STAKES PER ACRE OF
DISTURBANCE ARE TO BE STOCKPILED ONSITE.
7.CONSTRUCTION ROAD AND PARKING LOT STABILIZATION ARE REQUIRED FOR ALL
SITES UNLESS THE SITE IS UNDERLAIN BY COARSE GRAINED SOIL.
8.SEDIMENT RETENTION IS REQUIRED UNLESS NO OFFSITE DISCHARGE IS ANTICIPATED
FOR THE SPECIFIED SEASON.
9.SURFACE WATER CONTROLS ARE REQUIRED UNLESS NO OFFSITE DISCHARGE IS
ANTICIPATED FOR THE SPECIFIED DESIGN FLOW.
10.PHASING AND MORE CONSERVATIVE BMPS MUST BE EVALUATED FOR CONSTRUCTION
ACTIVITY NEAR SURFACE WATERS.
11.ANY RUNOFF GENERATED BY DEWATERING MAY BE REQUIRED TO DISCHARGE TO THE
SANITARY SEWER WITH APPROPRIATE AUTHORIZATION, PORTABLE SAND FILTER
SYSTEMS OR HOLDING TANKS.
12.MAINTENANCE REVIEW OF TESC FACILITIES SHALL BE WEEKLY THROUGH THE WET
SEASON.
EROSION AND SEDIMENT CONTROL NOTES
1.APPROVAL OF THIS EROSION AND SEDIMENT CONTROL (ESC) PLAN DOES NOT
CONSTITUTE AN APPROVAL OF PERMANENT ROADS OR DRAINAGE DESIGN. I.E. SIZE
AND LOCATION OF ROADS, PIPES, RESTRICTORS, CHANNELS, RETENTION FACILITIES,
UTILITIES, ETC.
2.THE IMPLEMENTATION OF THESE ESC PLANS AND THE CONSTRUCTION,
MAINTENANCE, REPLACEMENT, AND UPGRADING OF THESES ESC FACILITIES IS THE
RESPONSIBILITY OF THE APPLICANT AND ESC SUPERVISOR UNTIL ALL CONSTRUCTION
IS APPROVED.
3.THE BOUNDARIES OF THE CLEARING LIMITS SHOWN ON THIS PLAN SHALL BE
CLEARLY FLAGGED BY A CONTINUOUS LENGTH OF SURVEY TAPE OR FENCING IF
REQUIRED PRIOR TO CONSTRUCTION. DURING THE CONSTRUCTION PERIOD NO
DISTURBANCE BEYOND THE CLEARING LIMITS SHALL BE PERMITTED. THE CLEARING
LIMITS SHALL BE MAINTAINED BY THE APPLICANT AND ESC SUPERVISOR FOR THE
DURATION OF THE CONSTRUCTION.
4.THE ESC FACILITIES SHOWN ON THIS PLAN MUST BE CONSTRUCTED PRIOR TO OR IN
CONJUNCTION WITH ALL CLEARING AND GRADING SO AS TO ENSURE THAT THE
TRANSPORT OF SEDIMENT TO SURFACE WATERS, DRAINAGE SYSTEMS, AND
ADJACENT `PROPERTIES IS MINIMIZED.
5.THE ESC FACILITIES SHOWN ON THIS PLAN ARE THE MINIMUM REQUIREMENTS FOR
ANTICIPATED SITE CONDITIONS. DURING THE CONSTRUCTION PERIOD THESE ESC
FACILITIES SHALL BE UPGRADED AS NEEDED FOR UNEXPECTED STORM EVENTS AND
MODIFIED TO ACCOUNT FOR CHANGING SITE CONDITIONS E.G. ADDITIONAL SUMP
PUMPS, RELOCATION OF DITCHES AND SILT FENCES, ETC.
6.THE ESC FACILITIES SHALL BE INSPECTED DAILY BY THE APPLICANT AND ESC
SUPERVISOR AND MAINTAINED TO ENSURE CONTINUED PROPER FUNCTIONING.
WRITTEN RECORD SHALL BE KEPT OF WEEKLY REVIEWS OF THE ESC FACILITIES
DURING THE WET SEASON OCT. 1 TO APRIL 30. AND OF MONTHLY REVIEWS DURING
THE DRY SEASON MAY 1 TO SEPT. 30.
7.ANY AREAS OF EXPOSED SOILS INCLUDING ROADWAY EMBANKMENTS, THAT WILL
NOT BE DISTURBED FOR TWO DAYS DURING THE WET SEASON OR 7 DAYS DURING THE
DRY SEASON SHALL BE IMMEDIATELY STABILIZED WITH THE APPROVED ESC
METHODS SUCH AS SEEDING, MULCHING. PLASTIC COVERING, ETC.
8.ANY AREA NEEDING ESC MEASURES NOT REQUIRING IMMEDIATE ATTENTION SHALL
BE ADDRESSED WITHIN 15 DAYS.
9.THE ESC FACILITIES ON INACTIVE SITES SHALL BE INSPECTED AND MAINTAINED A
MINIMUM OF ONCE A MONTH OR WITHIN FORTY EIGHT HOURS FOLLOWING A STORM
EVENT.
10.AT NO TIME SHALL MORE THAN ONE FOOT OF SEDIMENT BE ALLOWED TO
ACCUMULATE WITHIN A CATCH BASIN. ALL CATCH BASINS AND CONVEYANCE LINES
SHALL BE CLEANED PRIOR TO PAVING. THE CLEANING OPERATION SHALL NOT FLUSH
SEDIMENT-LADEN WATER INTO THE DOWNSTREAM SYSTEM.
11.STABILIZED CONSTRUCTION ENTRANCES AND ROADS SHALL BE INSTALLED AT THE
BEGINNING OF CONSTRUCTION AND MAINTAINED FOR THE DURATION OF THE
PROJECT. ADDITIONAL MEASURES SUCH AS WASH PADS MAY BE REQUIRED TO
ENSURE THAT ALL PAVED AREAS ARE KEPT CLEAN FOR THE DURATION OF THE
PROJECT.
12.ANY PERMANENT FLOW CONTROL FACILITY USED AS A TEMPORARY SETTLING BASIN
SHALL BE MODIFIED WITH THE NECESSARY EROSION CONTROL MEASURES AND
SHALL PROVIDE ADEQUATE STORAGE CAPACITY. IF THE FACILITY IS TO FUNCTION
ULTIMATELY AS AN INFILTRATION SYSTEM, THE TEMPORARY FACILITY MUST BE
GRADED SO THAT THE BOTTOM AND SIDES ARE AT LEAST THREE FEET ABOVE THE
FINAL GRADE OF THE PERMANENT FACILITY.
13.WHERE STRAW MULCH FOR TEMPORARY EROSION CONTROL IS REQUIRED, IT SHALL
BE APPLIED AT A MINIMUM THICKNESS OF 2 TO 3 INCHES.
14.PRIOR TO THE BEGINNING OF THE WET SEASON ALL DISTURBED AREAS SHALL BE
REVIEWED TO IDENTIFY WHICH ONES CAN BE SEEDED IN PREPARATION FOR THE
WINTER RAINS. DISTURBED AREAS SHALL BE SEEDED WITHIN ONE WEEK OF THE
BEGINNING OF THE WET SEASON. A SKETCH MAP OF THOSE AREAS TO BE SEEDED AND
THOSE AREAS TO REMAIN UNCOVERED SHALL BE SUBMITTED TO EH DDES INSPECTOR.
THE DDES INSPECTOR CAN REQUIRE SEEDING OF ADDITIONAL AREAS IN ORDER TO
PROTECT SURFACE WATERS ADJACENT PROPERTIES AND OR DRAINAGE FACILITIES.
15.SILTATION BARRIERS SHALL BE INSPECTED IMMEDIATELY AFTER EACH RAINFALL
AND AT LEAST DAILY DURING PROLONGED RAINFALL. CLOSE ATTENTION SHALL BE
PAID TO THE REPAIR OF DAMAGED BALES. END RUNS AND UNDERCUTTING BENEATH
BALES. NECESSARY REPAIRS TO BARRIERS OR REPLACEMENT OF BALES SHALL BE
ACCOMPLISHED PROMPTLY. SEDIMENT DEPOSITS SHOULD BE REMOVED AFTER EACH
RAINFALL. THEY MUST BE REMOVED WHEN THE LEVEL OF DEPOSITION REACHES ONE
HALF THE HEIGHT OF THE BARRIER. ANY SEDIMENT DEPOSITS REMAINING IN PLACE
AFTER THE STRAW BALE BARRIER IS NO LONGER REQUIRED SHALL BE DRESSED TO
CONFORM TO THE EXISTING GRADE, PREPARED AND SEEDED.
SITE PLAN
2/2
BMP T101: TREE PROTECTION
ALL SWPPP AND BMPS TO BE FOLLOWED
AND APPLIED TO THIS PROJECT INCLUDING
BUT NOT LIMITED TO-
BMP C105: STABILIZED CONSTRUCTION ENTRANCE/EXIT
BMP C106: WHEEL WASH
BMP C107: CONSTRUCTION ROAD / PARKING AREA STABILIZATION
BMP C103: HIGH VISIBILITY PLASTIC OR METAL FENCE
BMP C233: SILT FENCE
BMP C140: DUST CONTROL
BMP C123: PLASTIC COVERING
BMP C202: CHANNEL LINING
BMP C122: NETS AND BLANKETS
BMP C209: OUTLET PROTECTION
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