APPROVED ENG PLN RESUB1 BLD2024-1061+Site_Plan+9.16.2024_3.29.58_PM+4503530WET 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.
LEGEND:
PROPERTY
LINE
WATER LINE
GAS LINE - GAS GAS
SEWER LINE - S S
ELEC. LINE E / L
SET BACK SBL------------ BBL----------- SBL
LINE
SILT FENCING X X
EROSION CONTROL
HIGH VIABILITY V V
FENCING
FOOTING/
DOWN FD
SPOUT--------------------------------D
DRAIN AND
CONNECTION
DIRECTION
SET BACK SBL------------ SBL----------- SBL
LINE
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
BMP T101: TREE PROTECTION
1017 CAROL WAY EDMONDS
SQUARE FOOTAGE OF-
SQ FT
EXISTING RESIDENCE FOOT PRINT INCLUDING ROOF OVERHANG
1814
DRIVEWAY AND WALKWAYS
1164
EXISTING DECK TO BE REBUILT
305
PARCEL SIZE
12071
TOTAL EXISTING SQ FT IMPERVIOUS
3283
TOTAL EXISTING IMPERVIOUS PERCENTAGES
27.19%
TOTAL STRUCTURAL LOT COVERAGE PER ECDC 21.15.110
1814SQ FT 15.02%
In: 98020, Census Tract 504.03, Edmonds, Snohomish County, Washington LaVLong: 47.81581,-122.36328
Parcel Data Fields
Parcel ID: 00592700000300 Land Value: 760000.0
Owner Name: PROBSTFELD LINDA L Total Parcel Value: 1060400.0
Parcel Address: 1017 CAROL WAY Tax Year: 2023
Parcel Address EDMONDS Mailing Address: 1017 CAROL WAY
City: Mailing Address City: EDMONDS
Parcel Address 98020-2940 Mailing Address State: WA
Zip Code: Mailing Address ZIP Code: 98020
Parcel Use Code: 111 Parcel Address Number: 1017
Parcel Use Single Family Residence - Detached Parcel Address Street Name: CAROL
Description: Parcel Address Street Type: WAY
Regrid Calculated 1 5 Digit Parcel Zip Code: 98020
Total Address Primary Address Source: county;cass
Count: Latitude: 47.915814
FEMA Flood X Longitude:-122.363276
Zone: Census 2020 Tract: 53061050403
FEMA Flood Zone AREA OF MINIMAL FLOOD HAZARD
Subtype: Census 2020 Block: 530610504031003
FEMA Flood Zone [{"zone":"X","subtype":"AREA OF MINIMAL Census 2020 Blockgroup: 530610504031
Raw Data: FLOOD HAZARD',"percent":1001j County -Provided Acres: 0.28
FEMA Flood Zone 2023-10-17 County -Provided Parcel 12075.1264592
Data Date: Square Feet:
Regrid Calculated 1812 PLSS Township: 027N
Building PLSS Section: Section 24
Footprint Square PLSS Range: 003E
Feet: LRSN: 1149174
Regrid Calculated 1 Status: A
Building Count: Tabulated Acres- 0.28
USPS Delivery V Tax Code Area: 210
Point Validation: Current Use Improvement 0.0
Delivery Point YNNNN Value:
Validation Codes: Current Use Land Value: 0.0
Delivery Point AABB Taxable Value Regular: 1060400.0
Validation Notes: Taxpayer Name: PROBSTFELD LINDA L
Delivery Point S Taxpayer Address: 1017 CAROL WAY
Match Type: Taxpayer City: EDMONDS
CASS Error Al Taxpayer State: WA
Codes: Taxpayer ZIP Code: 98020
Residential Y Calculated Acres: 0.27711
Delivery Calculated Parcel Sq Ft: 12071
Indicator: Federal Qualified No
USPS Vacancy N Opportunity Zone:
Indicator: LL_U U I D: ad0dc93b-2d5f-4f74-8fef-
USPS Vacancy 2024-08-01 50c5a77f1f34
Indicator Date:
Land Use Code: 1100.0
Activity:
Land Use Code Household
Description:
Activity:
Land Use Code: 1100.0
Function:
Land Use Code Private household
Description:
Function:
Land Use Code: 1110.0
Structure:
Land Use Code Detached units
Description:
Structure:
Land Use Code: 6000.0
Site:
Land Use Code Developed site with buildings
Description: Site:
Zoning Type: Residential
Zoning Subtype: Single Family
Zoning Code https://www.zoneomics.com/codetedmonds-
Link: WA
Place key: 222@5x4-628-bh q
Zoning Area ID: 10933188
Zoning Code: RS-12
Zoning Single Family 12000 Square Feet Lots
Description:
Parcel Value MARKET
Type:
Improvement 300400.0
Value:
Applicant shall repair/replace all
damage to utilities or frontage
improvements in City right-of-way
per city standards that is caused or
occurs during the permitted project.
OWNER/CONTRACTOR IS RESPONSIBLE FOR
EROSION CONTROL AND DRAINAGE
SIGNIFIES EXISTING LOCATION OF A TREE.
NO TREES TO BE REMOVED OR ALTERED
ON THIS PREOJECT
OWNER/CONTRACTOR RESPONSIBLE FOR LOCATING
ALL ON SITE UTILITIES. RELOCATION/REVISION TO ANY
UTILITIES MAY REQUIRE A SEPERATE PERMIT.
CAROL WAY \N'ATERMAIN
ALL DISTURBED AREAS TO BE COMPOST
AMENDED PER 2019 S WMMW W BMP T.5.13
INSTALL AND MAINTAIN ALL TESC MEASURES
ACCORDING TO APPROVED PLANS, CITY OF
EDMONDS STANDARD DETAILS, AND ALL
OTHER MEASURES THAT MAY BE REQUIRED
DURING CONSTRUCTION.
ENGINEERING DIVISION
APPROVED AS NOTED
09/27/2024
NO STORMWATER MANAGEMENT SYSTEM
REQUIRED AT THIS TIME. IF NEW AND/OR
REPLACED IMPERVIOUS SURFACE EQUALS
2000SQFT OR GREATER, A STORMWATER
MANAGMEMENT SYSTEM MAY BE REQUIRED
PER CITY CODES AND STANDARDS
IF ANY PORTION OF THE SIDE
SEWER OR CLEANOUT NEEDS
TO BE RELOCATED FOR THE
DECK, A SEPARATE SIDE SEWER
SHALL BE REQUIRED.
DECK IS IMPERVIOUS AS IT HAS EXISTING CONCRETE
PATIO BELOW. SPACED DECKING.
Nothing in the permit approval process shall be
interpreted as allowing or permitting the maintenance
of any currently existing illegal, nonconforming or
unpermitted building, structure or site condition which
is outside the scope of the permit application, regardless
of whether such building, structure or condition is
shown on the site plan or drawing. Such building,
structure or condition may be the subject of a separate
N . Flag
APPROVED B�NNING
Sep 2 2024
BLD2024-1061
RESUB
Sep 17 2024
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
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DATE:
08/24/24
SCALE:
1 rr=10r
SHEET:
SITE
PLAN