HomeMy WebLinkAboutBLD-2026-0360 - DECONSTRUCTION & DEMOLITIONPlease request inspections online through the permit portal.
If that is not possible please call (360) 293-1901 for Building or Planning inspections.
For Public Works inspections, please call (360) 293-1938.
PARCEL: P58774
LEGAL DESCRIPTION: LOTS 12 TO 15, BLOCK 2, SEATTLE SYNDICATE'S FIRST ADDITION TO THE CITY OF ANACORTES,
WASHINGTON, AS PER PLAT RECORDED IN VOLUME 1 OF PLATS, PAGE 25, RECORDS OF SKAGIT COUNTY, WASHINGTON.
APPLICANT: Joe D'Amelio
4007 I Ave
Anacortes, WA 98221
3609418969
OWNER: BOATRIGHT BENJAMIN T
BOATRIGHT CANDACE L 1018 FIDALGO AVE
ANACORTES, WA 98221
FEES:Paid Due
State Building Code Council fee $6.50 $0.00
Demolition Permit Fee $60.00 $0.00
$0.00Totals :
REQUIRED INSPECTIONS
STORMWATER BMPS ADDITIONAL INSPECTION AS
NEEDED
Building Final
CONSTRUCTION CONTRACTOR:SALISH GENERAL CONTRACTING LLC
13861 REDTAIL RIDGE LN
ANACORTES, WA 98221
3607703374
License: SALISGC775DF
Expires: 03/06/2027
$66.50
BLD-2026-0360 DECONSTRUCTION & DEMOLITION
ISSUED:
EXPIRES:
06/18/2026
06/18/2028
PROJECT NAME: BOATRIGHT ADDITION
SITE ADDRESS: 1018 FIDALGO AVENUE ANACORTES
Page 1 of 1Printed by : Jennifer Watson on: 06/24/2026 03:55 PM
City of Anacortes, WA
904 6th Street
Anacortes, WA 98221
(360) 293-1901
http://cityofanacortes.org/
FIXTURES
Qty Mechanical Fixtures
1 Electric Water Heater
1 Clothes Dryer and Duct
1 Range Hood
1 Refrigeration Unit
1 Stove/Range/Oven
1 Furnace
2 Heat Pump
2 Wall Heater
4 Exhaust Fans
Qty Plumbing Fixtures
PARCEL: P58774
LEGAL DESCRIPTION: LOTS 12 TO 15, BLOCK 2, SEATTLE SYNDICATE'S FIRST ADDITION TO THE CITY OF ANACORTES,
WASHINGTON, AS PER PLAT RECORDED IN VOLUME 1 OF PLATS, PAGE 25, RECORDS OF SKAGIT COUNTY, WASHINGTON.
APPLICANT: Joe D'Amelio
4007 I Ave
Anacortes, WA 98221
3609418969
OWNER: BOATRIGHT BENJAMIN T
BOATRIGHT CANDACE L 1018 FIDALGO AVE
ANACORTES, WA 98221
VALUATIONS:
Estimated construction cost 550000.00 $550,000.00
$550,000.00Total:
FEES:Paid Due
State Building Code Council fee $6.50 $0.00
Storm Water Review Sq Ft $502.56 $0.00
Building Permit Fee $3,471.25 $0.00
Plan Review Fee $2,256.31 $0.00
SFR or duplex site plan review $60.00 $0.00
Mechanical and plumbing
remodel fixtures fees
$195.40 $0.00
$0.00Totals :
CONSTRUCTION CONTRACTOR:SALISH GENERAL CONTRACTING LLC
13861 REDTAIL RIDGE LN
ANACORTES, WA 98221
3607703374
License: SALISGC775DF
Expires: 03/06/2027
$6,492.02
BLD-2026-0192 RESIDENTIAL REMODEL WITH NEW
SQ FOOTAGE
ISSUED:
EXPIRES:
06/18/2026
06/18/2028
PROJECT NAME: BOATRIGHT ADDITION
SITE ADDRESS: 1018 FIDALGO AVENUE ANACORTES
Page 1 of 2Printed by : Rob Frisinger on: 06/18/2026 04:56 PM
City of Anacortes, WA
904 6th Street
Anacortes, WA 98221
(360) 293-1901
http://cityofanacortes.org/
Please request inspections online through the permit portal.
If that is not possible please call (360) 293-1901 for Building or Planning inspections.
For Public Works inspections, please call (360) 293-1938.
REQUIRED INSPECTIONS
Initial BMP's. This stormwater inspection must be
completed prior to any other inspections.
Footings
Sewer Line
STORMWATER BMPS 1ST MID PROJECT INSPECTION
Foundation
Storm Drain Connection
Perimeter Drains
Underslab
Underground Plumbing
Underfloor
Gas Piping
Mechanical Rough-In
Plumbing Rough-In
Shear Wall and Nailing
Framing
Drywall or Lath
Insulation
Fenestration U-Factors
Roofing Final
Permeable Soil Depth
Cross Connection or backflow assembly verified
Building Final
Stormwater Final
* We will need a maintenance agreement signed and filed with the county with BMP standards maintenance for splash
blocks filed with the county
CONDITIONS
Page 2 of 2Printed by : Rob Frisinger on: 06/18/2026 04:56 PM
City of Anacortes, WA
RESIDENTIAL REMODEL WITH NEW SQ FOOTAGE BLD-2026-0192
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ANACORTES, WASHINGTON
PARCEL ID# P58774
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SITE ADDRESS:
1018 fidalgo AVE.
ANACORTES, WA 98221
PARCEL: P58774
ASSESSOR'S TAX#: 3813-002-015-0000
QTR: sw, SEC: 30, TWN: 35, RNG: 02
parcel size: 12,100 s.f.
PROPERTY OWNER:
benjamin & candace boatright
1018 fidalgo AVE.
ANACORTES, WA 98221
PROPERTY INFO.
PROJECT INFO.
living space 1380 S.F.
(less living space to be removed)-179 s.f.
total existing living space 1201 s.f.
garage/studio building 1005 s.f.
covered front porch 60 s.f.
EXISTING
main floor living space 574 S.F.
upper floor living space 707 s.f.
total new living space 1281 s.f.
covered deck 97 s.f.
open deck 171 s.f.
bathroom in garage/studio blg.44 s.f.
NEW
TOTAL living space: 1201 exist. + 1281 new 2482 S.F.
TOTAL
SQUARE FOOTAGE IS MEASURED TO THE OUTSIDE
FACE OF WALLS OF ALL FINISHED SPACE. STAIRWELLS
ARE COUNTED ONCE, APPROX. HALF ON TOP FLOOR,
HALF ON BOTTOM. OPEN TO BELOW SPACES ARE
NOT INCLUDED IN CALCULATIONS. GARAGE AREA IS
CALCULATED SEPARATELY.
A1 COVER PAGE
A2 site & landscape plan
a3 foundation & main floor framing plan &
details
a4 proposed floor plans & details
a5 upper floor framing & lower roof framing
plan, upper roof framing plan & detail
a6 elevations south, north & east
a7 west elevation & building sections
a8 existing floor plan & elevations
a9 proposed & existing garage floor plans
S1 GENERAL NOTES
S2 SHEAR WALL PLANS
S3 SHEAR WALL DETAILS
DRAWING INDEX
BUILDING CODES
BUILDING & STRUCTURAL 2021 IRC
MECHANICAL 2021 IRC
PLUMBING 2021 UPC
ENERGY & VENTILATION 2021 WSEC
IMPERVIOUS
SURFACE
house UNDER ROOF incl. covered
entry & eaves 1510 S.F.
GARAGE/STUDIO BUILDING INCL. EAVES 1204 S.F.
CONCRETE DRIVEWAYS, PATIOS & WALKWAYS
NOT UNDER EAVE 2388 S.F.
GRAVEL WITHIN PROPERTY 208 S.F.
TOTAL EXIST. IMPERV. SURFACE 5310 S.F.
EXISTING
addition UNDER ROOF incl. EAVES 972 S.F.
NEW
EXIST. 5310 S.F. + NEW 972 S.F.6282 S.F.
percentage of 12,100 s.f. lot 51.9%
TOTAL
LOT COVERAGE
BUILDING FOOTPRINT (NOT INCL. AREA TO BE
REMOVED)1201 S.F.
FRONT PORCH 60 S.F.
GARAGE/STUDIO BUILDING 1005 S.F.
TOTAL EXISTING LOT COVERAGE 2266 S.F.
EXISTING
BUILDING FOOTPRINT INCL. CANTILEVER 737 S.F.
OPEN DECK 171 S.F.
TOTAL NEW LOT COVERAGE 908 S.F.
NEW
TOTAL: 2266 exist. + 908 new 3174 S.F.
PERCENTAGE OF 12,100 S.F. LOT 26.2%
TOTAL
at 1281 s.f. this addition is BETWEEN 500 S.F. & 1500
s.f. WHICH WILL REQUIRE 5.0 CREDITS
ENERGY CREDITS
OPTION DESCRIPTION CREDITS
3.7 DUCTLESS SPLIT SYSTEM HEAT PUMP
MIN. HSPF OF 10 2.0
type 4 heat pump meeting standards
for table c403.3.2 OR C403.3.2(9)3.0
TOTAL ENERGY CREDITS 5.0
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CITY OF ANACORTES
PLANNING AND BUILDING DEPT:
APPROVED PLANS
REVIEWED FOR CODE COMPLIANCE
PERMIT#___________________________
ADDRESS___________________________
SIGNATURE DATE
PLANNING APPROVED_____________________________
BUILDING APPROVED______________________________
ENGINEERING ACCEPTED__________________________
STORMWATER ACCEPTED__________________________
Stamp not valid unless signed
BLD-2026-0192
1018 FIDALGO AVENUE
04/15/2026
15' FRONT SETBACK
8"
C
O
N
C
.
S
.
S
.
29
'
-
0
"
24'-2"
20' REAR SETBACK
S 89n45'06" E 99.51'
N
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1
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(E) CONCRETE
PARKING/DRIVEWAY
S 89n45'27" E 99.44'
'O
'
A
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)
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(E) FENCE
FIDALGO AVE.
16
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Y
(E) SIDEWALK
40
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R
O
W
40' ROW
(E) s.s.
(e
)
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(
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)
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a
t
e
r
(E) water
(E) s.s. (assumed)
water
(E) RESIDENCE
AREA OF
ADDITION
48
'
-
6
1
/
2
"
17'-8 1/2"
(e) lawn
(e) planted area
(E) CONCRETE
(E) trees typ.
line of existing
concrete slab to be
cut for foundation
(e) planted area
(e) concrete path
26'-0"
43
'
-
1
"
(E) GARAGE
STUDIO
32
'
-
2
"
9'
-
7
1
/
2
"
29
'
-
1
0
1
/
2
"
8'-4 1/2"
GR
A
V
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L
SLIGHT SLOPE
1 - 2%
CONC. LANDING
(
E
)
P
O
W
E
R
SLIGHT SLOPE
1 - 2%
SLIGHT SLOPE
1 - 2%
2 bmp c105
CONSTRUCTION
ENTRANCE
9bmp c154
CONCRETE
WASH-OUT
1bmp c103, C233
SILT FENCE 4
(e) lawn
(e) lawn
bmp c123
SOIL STOCKPILE5
13'-7 3/4"
existing tree
existing concrete surface
AREA OF ADDITION
new deck
EXIST. GRAVEL
property line
building setback
line of bldg. footprint
line of roof
utility line
silt fence
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SITE & LANDSCAPE
LEGEND
x COVER ALL stockpiled soil with visqueen.
x INSTALL SILT FENCE ON DOWNSLOPE SIDES OF
CONSTRUCTION SITE.
EROSION CONTROL
NOTES
x roof downspouts ON ADDITION WILL TIE IN TO
EXISTING drainage tightline system.
DRAINAGE NOTES
BMP'S
1
BMP C103: MARK CLEARING LIMITS. HIGH VISIBILITY FENCE TO MARK
CONSTRUCTION AREA AND RESTRICT CLEARING TO APPROVED LIMITS.
NOTE: SILT FENCE TO ACT AS HIGH VISIBILITY FENCE.
PRESERVE VEGETATION/MARK
CLEARING LIMITS
2
BMP C105: STABILIZED CONSTRUCTION ENTRANCE WHERE TRAFFIC
WILL ENTER AND LEAVE CONSTRUCTION SITE. construction
entrance has already been established at existing
CONCRETE PARKING PAD/DRIVEWAY.
ESTABLISH CONSTRUCTION ACCESS
5
BMP C123: PLASTIC COVERING. INSTALL VISQUEEN/PLASTIC COVERING
ON TEMPORARY SOIL STOCKPILE.
BMP C120: TEMPORARY & PERMANENT SEEDING - ONCE FOUNDATION
IS POURED AND FLOOR INstalled, BACKFILL SOIL AGAINST
FOUNDATION & SEED OR SOD THE GRASS AREAS.
STABILIZE SOILS
9
BMP C154: DESIGNATED CONCRETE WASHOUT AREA
ALSO PROVIDE COVER, CONTAINMENT, AND PROTECTION FROM
VANDALISM FOR ALL CHEMICALS, LIQUID PRODUCTS, PETROLEUM
PRODUCTS & OTHER MATERIALS THAT COULD POSE THREAT TO
ENVIRONMENT
CONTROL POLLUTANTS
4
BMP C233: SILT FENCE
INSTALL SEDIMENT CONTROLS
BMP T5.13 DISTURBED AREAS THAT WILL NOT BE COVERED
WITH NEW HARD SURFACES WILL BE RESTORED TO
PRE-CONSTRUCTION SOIL QUALITY AND DEPTH. GROUND
COVER SHALL BE DENSE ENOUGH TO HELP DISPERSE AND
INFILTRATE FLOWS AND TO PREVENT EROSION.
BMP T5.13
72'&
2412'46;5'6$#%-5
879.65 sf
15' FRONT SETBACK
8"
C
O
N
C
.
S
.
S
.
29
'
-
0
"
24'-2"
20' REAR SETBACK
S 89n45'06" E 99.51'
N
0
0
n59
'
2
4
"
W
1
2
0
.
1
7
'
N
0
0
n57
'
2
8
"
E
1
2
0
.
1
8
'
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S
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S
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T
B
A
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10
'
S
I
D
E
S
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T
B
A
C
K
(E) CONCRETE
PARKING/DRIVEWAY
S 89n45'27" E 99.44'
'O
'
A
V
E
N
U
E
(E
)
F
E
N
C
E
(E) FENCE
(E) FENCE
FIDALGO AVE.
16
'
A
L
L
E
Y
(E) SIDEWALK
40
'
R
O
W
40' ROW
(E) s.s.
(e
)
w
a
t
e
r
(
E
)
w
a
t
e
r
(E) water
(E) s.s. (assumed)
water
(E) RESIDENCE
AREA OF
ADDITION
48
'
-
6
1
/
2
"
17'-8 1/2"
(e) lawn
(e) planted area
(E) CONCRETE
(E) trees typ.
line of existing
concrete slab to be
cut for foundation
(e) planted area
(e) concrete path
26'-0"
43
'
-
1
"
(E) GARAGE
STUDIO
32
'
-
2
"
9'
-
7
1
/
2
"
29
'
-
1
0
1
/
2
"
8'-4 1/2"
GR
A
V
E
L
SLIGHT SLOPE
1 - 2%
CONC. LANDING
(
E
)
P
O
W
E
R
SLIGHT SLOPE
1 - 2%
SLIGHT SLOPE
1 - 2%
2 bmp c105
CONSTRUCTION
ENTRANCE
9bmp c154
CONCRETE
WASH-OUT
1bmp c103, C233
SILT FENCE 4
(e) lawn
(e) lawn
bmp c123
SOIL STOCKPILE5
13'-7 3/4"
0 5'10'20'
SITE & LANDSCAPE PLAN
5%#.' Ä0146*
458.48 sf
604.63 sf
268.06 sf
Downspout for
addition.
Downspout for
addition.
NOOK
st
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a
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e
BENCH
re
f
pa
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B
.
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5
R
50
6
8
2640 SH
12
'
-
0
1
/
2
"
16
'
-
1
1
1
/
2
"
29
'
-
0
"
8'-0"16'-2"
24'-2"
6040 Sl 6068 SL DR
70
4
0
S
L
23
'
-
0
"
6'
-
0
"
29
'
-
0
"
18
'
-
0
"
10'-0"
4'-0"2'-1"1'-3 1/2"
(E
X
I
S
T
.
)
(E
X
I
S
T
.
)
(EXIST.)
EX.
FAN
3'-6"
3'-
6
"
dw
7'
-
9
"
11'-4"
4'-0"3'-0"
3'
-
6
1
/
2
"
SD/co
LINE OF UPPER
FLOOR CANTILEVER
2'-4 1/2"
30
6
8
EX.
FAN
60
6
8
SOFFIT
6'-0"
(+/-)
(+/-)
3'-0"7'-0"
3'
-
0
"
12
'
-
0
"
3'
-
0
"
EXPAND OPENING
EXPAND OPENING
IS
L
A
N
D
CONVERT THIS SPACE
TO LAUNDRY ROOM
2'-3 1/2"
CA
B
.
8'
-
8
1
/
2
"
8'
-
3
"
4'-10 3/4"7'-0"4'-3 1/4"
A A7
B
A7
B
A7
A A7
5'-2 1/4"2'-9 3/4"
8'
-
6
"
3'
-
1
"
A b
c
d
1
tub
closet
5068 bypass
dn
1
5
R
26
6
8
li
n
e
n
24
6
8
24
6
8
2868
26
6
8
p
k
t
EX.
FAN
EX.
FAN
28
6
8
24'-2"
30
'
-
6
"
13'-8 1/2"6'-6"3'-11 1/2"
9'
-
6
"
7'
-
1
1
1
/
2
"
5'
-
7
1
/
2
"
7'
-
5
"
EGRESS
EGRESS
30
'
-
6
"
15
'
-
9
"
2'
-
4
1
/
2
"
12
'
-
4
1
/
2
"
24'-2"
12'-7"11'-7"
2 X 6
2 X 6
5040 SL5040 SL
30
2
6
S
L
60
2
6
S
L
7040 SL
SD
SD
SD/co
3'-6" X 3'-6"
SHOWER
4'-6"4'-6"7'-1"8'-1"
3'
-
4
"
1'-6"
3'
-
7
1
/
2
"
4'
-
5
1
/
2
"
1'
-
7
1
/
2
"
5'-6"6'-1"
7'-
9
1
/
2
"
7'
-
1
1
1
/
2
"
6'-9 1/4"6'-11 1/4"
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PAGE A4 FOR STAIR AND
HANDRAIL NOTES
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3'
-
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"
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ON ALL SURFACES OF USABLE
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EXTEND TO TOP
& BOTTOM RISER
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stair nosing 3/4" - 1 1/4"
per irc r311.7.5.3
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FASTENED TO CARRIAGES
& TO HEADER
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OR OSB SUBFLOOR
FIRE BLOCKING
5/8" TYPE "X" GYP. BOARD ON
ALL SURFACES OF USABLE
SPACE UNDER STAIRS
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(1) 6'-0" W X 6'-8" H xo sliding door
(1) 2'-6" w x 4'-0" h single hung
(1) 7'-0" w x 4'-0" h slider
(1) 5'-0" w x 4'-0" h slider
(1) 5'-0" w x 4'-0" h slider (egress)
(1) 7'-0" w x 4'-0" h slider (egress)
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FLOOR PLAN NOTES
STAIR NOTES
x WRITTEN DIMENSIONS TAKE PRECEDENCE OVER
SCALED DIMENSIONS. VERIFY ALL DIMENSIONS AND
CONDITIONS IN THE FIELD.
x CONFIRM ALL DOOR, WINDOW, CLOSET, AND ANY
OTHER ROUGH OPENING SIZES WITH OWNER/
CONTRACTOR PRIOR TO WALL CONSTRUCTION.
x ALL WOOD IN CONTACT WITH CONCRETE MUST BE
PRESSURE TREATED MATERIAL. USE CORROSION
RESISTANT FASTENERS WHEN IN CONTACT WITH
PRESSURE TREATED LUMBER.
x ALL EXTERIOR WALLS (EXCEPT GARAGE) TO BE
FRAMED WITH 2 x 6 STUDS AT 16" O.C. AND
SHEATHED WITH 7/16" OSB PLYWOOD OR BETTER WITH
15# BUILDING PAPER.
x EXTERIOR GARAGE WALLS TO BE FRAMED WITH 2 x 4
STUDS AT 16" O.C. AND SHEATHED WITH 7/16" OSB
PLYWOOD OR BETTER WITH 15# BUILDING PAPER.
x ALL INTERIOR WALLS TO BE FRAMED WITH 2 x 4
STUDS AT 16" O.C. AND SHEATHED WITH 1/2" GYPSUM
WALLBOARD UNLESS NOTED OTHERWISE.
x ALL GLASS TO HAVE LOW E GLAZING. GLAZING IN
HAZARDOUS LOCATIONS TO BE TEMPERED PER IRC
SECTION R308. SEE R308.4 FOR DEFINITION OF
HAZARDOUS AREAS.
x PROVIDE SMOKE DETECTORS ON OR NEAR THE
CEILING OF EACH FLOOR, IN ALL BEDROOMS, AND
JUST OUTSIDE EACH BEDROOM. SMOKE DETECTORS
TO BE WIRED TO THE ELECTRICAL SYSTEM WITH
BATTERY BACKUP (IRC R314.2 - R314.6).
x BEDROOMS TO HAVE AT LEAST ONE WINDOW MEETING
THE FOLLOWING CONDITIONS: WINDOW SILLS TO BE
WITHIN 44" OF FINISHED FLOOR WITH A NET CLEAR
OPENING OF 5.7 SQ. FT. MIN. THE OPENING TO HAVE
MIN. CLEAR OPENING HEIGHT OF 24" AND WIDTH OF
20" (IRC SECTION R310).
x ALL SHOWER AREAS TO BE FINISHED WITH A SMOOTH,
HARD & NON-ABSORBENT MATERIAL TO MIN. 72"
ABOVE DRAIN INLET. THIS MATERIAL TO BE
INSTALLED OVER WATER RESISTANT PLASTER
BOARD.
x TOILETS TO BE LOCATED IN AREA WITH MIN. 30"
WIDTH OF TOTAL FINISHED CLEARANCE, AND HAVE
CLEARANCE OF MIN. 21" IN FRONT OF TOILET. TOILETS
TO BE LIMITED TO 1.6 GALLONS PER FLUSH.
x PROVIDE ATTIC ACCESS WITH REMOVABLE PANEL
WITH MIN. 22" x 30" OPENING AND 30"
UNOBSTRUCTED HEAD ROOM. FRAME WITH 2 x 12
MEMBERS.
x PROVIDE EXHAUST FAN IN KITCHEN AT MIN. 250 CFM
AND BATHROOMS AT MIN. 50 CFM. ALL FANS AND
DRYER EXHAUST TO BE VENTED TO OUTSIDE OF
RESIDENCE.
x PROVIDE min. 1/2" gwb or equivalent to garage
side, between garage and residence and/or
garage and attic (IRC R302.6).
x PROVIDE 1-HR. FIRE-RESISTIVE CONST. 5/8" TYPE 'X'
GWB ON GARAGE lid for FIRE SEPARATION under
habitable space above garage (IRC R302.6).
x DOOR BETWEEN HOUSE AND GARAGE TO BE 1-1/2"
THICK SOLID CORE, 20-MIN. self-closing
FIRE-RATED DOOR (R302.5.1).
x PROVIDE FIRESTOPS AT ALL APPLICABLE
LOCATIONS, INCLUDING HOLES AND ANY OPEN AREAS.
x ALL ELEMENTS AND SWITCHES FOR FURNACE AND
WATER HEATER TO BE 18" MIN. ABOVE SLAB.
x STAIRS TO BE FRAMED WITH MIN. (3) 2 x 12
STRINGERS, ONE AT EACH SIDE AND ONE AT
CENTER. PROVIDE FIRE BLOCKING BETWEEN
STRINGERS AT TOP, MIDDLE AND BOTTOM, AND
BETWEEN STUDS ALONG THE RUN OF THE
STAIRS.
x MINIMUM HEADROOM CLEARANCE TO BE 6'-8"
VERTICALLY ABOVE TREAD NOSING TO
NEAREST OBJECT ABOVE.
x STAIRS TO HAVE MAX. RISE OF 7-3/4" AND MIN.
RUN OF 10" WITH NOSING OF 3/4" TO 1-1/4". NO
RISER TO BE LESS THAN 4". DIMENSIONS
BETWEEN RISE AND RUN ARE NOT TO VARY
MORE THAN 3/8".
x ENCLOSED USABLE SPACE UNDER STAIRS TO
BE 1-HR. FIRE-RESISTIVE CONST. 5/8" TYPE 'X'
GWB.
x STAIRWAYS WITH 4 OR MORE RISERS TO HAVE
AT LEAST ONE CONTINUOUS HANDRAIL AT 34" -
38" ABOVE TREAD NOSING WITH ENDS
RETURNED TO TERMINATE INTO WALL OR NEWEL
POST.
x ALL UNENCLOSED FLOORS, LANDINGS,
BALCONIES OR PORCHES THAT ARE MORE
THAN 30" ABOVE GRADE OR FLOOR BELOW
SHALL BE PROTECTED BY A GUARDRAIL THAT
IS MIN. HEIGHT OF 36".
x OPEN GUARDRAILS SHALL HAVE INTERMEDIATE
RAILS SUCH THAT A 4" DIA. SPHERE CANNOT
PASS THROUGH AT ANY POINT.
x GUARDRAILS SHALL BE ATTACHED TO THE
STRUCTURE IN SUCH A MANNER TO WITHSTAND
A SINGLE CONCENTRATED LOAD OF 200 LBS.
APPLIED IN ANY DIRECTION AT ANY POINT
ALONG THE TOP.
GUARDRAIL NOTES
x handrails shall be provided on not less
than one side of each continuous run of
treads or flight with (4) or more risers.
x handrail height, measured vertically
from the sloped plane adjoining the
tread nosing shall be not less than 34"
and not more than 38".
x handrails for stairways shall be
continuous for the full length of the
flight, from a point directly above the
top of the riser of the flight to a point
directly above the lowest riser of the
flight.
x handrails shall be of the required
grip-size per r311.7.8.3.
HANDRAIL NOTES
STAIRS AT LANDING
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Small Site Construc�on SWPPP (002) Updated 4/23/2024 page 1 of 6
Permit #:
Received by:
Small Site Construction SWPPP
City of Anacortes Stormwater · 904 6th Street · Anacortes, WA 98221 Stormwater Inspector: 360-630-1037
General Information
Project Name Parcel Size acres
Project Address
Property Owner Phone
Site Contact Phone
Project Description
Describe the nature and purpose of the construction project. Include the total size of the area, any increase in existing impervious area; the total area expected to be disturbed by clearing, grading, excavation or other
construction activities, including off-site borrow and fill areas; and the volumes of grading cut and fill that are proposed.
Erosion control lead or responsible party
Phone
Engineer/Firm Phone
Site Conditions
Adjacent Areas: See the site plan, drainage plan, and construction drawings approved for the associated permit.
Critical areas: See the critical areas site plan approved for the associated permit.
Attach a copy of your stormwater site plan submitted with your building/grading permit application and attach pictures
of construction site.
*Stormwater site plan shall list all BMPs for inspectors
*Add a map of where your stormwater goes from your project to the discharge site
15' FRONT SETBACK
8"
C
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.
S
.
S
.
29'
-
0
"
24'-2"
20' REAR SETBACK
N 0
0
n59
'
2
4
"
W
1
2
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.
1
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'
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"
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10
'
S
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S
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K
(E) CONCRETEPARKING/DRIVEWAY
S 89n45'27" E 99.44'
'O
'
A
V
E
N
U
E
(E
)
F
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N
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(E) FENCE
16
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r
(E) s.s. (assumed)
water
(E) RESIDENCE
AREA OF
ADDITION
48
'
-
6
1
/
2
"
17'-8 1/2"
(e) lawn
(e) planted area
(E) CONCRETE
(E) trees typ.
line of existingconcrete slab to becut for foundation
(e) planted area
(e) concrete path
26'-0"
43
'
-
1
"(E) GARAGESTUDIO
32'-
2
"
9'-
7
1
/
2
"
29
'
-
1
0
1
/
2
"
8'-4 1/2"
GR
A
V
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L
SLIGHT SLOPE1 - 2%
CONC. LANDING
(E
)
P
O
W
E
R
SLIGHT SLOPE1 - 2%
SLIGHT SLOPE1 - 2%
2 bmp c105CONSTRUCTIONENTRANCE
9bmp c154CONCRETEWASH-OUT
1bmp c103, C233SILT FENCE 4
(e) lawnbmp c123SOIL STOCKPILE5
13'-7 3/4"
458.48 sf
604.63 sf
268.06 sf
Downspout for
addition.
Downspout for
addition.
We will remove 458 square feet of the
concrete slab in the backyard, and add
roughly 872 square feet between the
building addition and the deck.
See tiny print at left for locations.
PLANNING, COMMUNITY, & ECONOMIC DEVELOPMENT DEPARTMENT
Mailing Address: P.O. Box 547, Anacortes, WA 98221
Office Location: 904 6th Street, Anacortes WA 98821
Phone: (360) 293-1901
Weekly Erosion Control Self-Inspection Reports
All sites that have a Stormwater Pollution
Prevention Plan #2, 1-5 or 1-9 are required to
submit a weekly erosion control/BMP monitoring
inspection report through the citizen portal.
These reports can be found on the city website
and through the link on the submittals tab in the
permitting customer portal.
Turning in the
weekly report
consistently will
help keep your
project on
schedule and
avoid unnecessary
delays due to
cancelled
inspections.
Erosion-Control-Inspection-Form--Sites-Less-Than-One-Acre-fillable-PDF (anacorteswa.gov)
Stormwater Site Inspection Form (anacorteswa.gov) (For larger sites)
We appreciate your assistance in keeping our documentation up to date.
Just complete the fillable PDF, save it, and
then upload it with the blue upload tab.
Small Site Construc�on SWPPP (002) Updated 4/23/2024 page 2 of 6
Small Site Construc�on SWPPP (002) Updated 4/23/2024 page 3 of 6
Best Management Practices Illustration
Turn the page to see information corresponding to each numbered circle below.
About this Pollution Prevention Plan
This is Anacortes’s Small Site Construction Stormwater
Pollution Prevention Plan (“Construction SWPPP”)
intended to ensure your construction project minimizes
erosion and does not contribute pollution, including
sediment, to stormwater. This SWPPP is primarily
intended for projects under 2,000 sq ft.
This plan uses certain Best Management Practices
(“BMPs”) from the Stormwater Management Manual.
Some detailed descriptions are included; the remainder
and additional information are available at
https://fortress.wa.gov/ecy/publications/parts/1410055pa
rt4.pdf#page=27 The listed BMPs are the minimum
necessary; if erosion occurs, you must add
additional BMPs as necessary to control it.
You should include your Construction SWPPP in your
contract with your builder. You must keep a copy of this
SWPPP on the construction site or within reasonable
access to the site for construction and inspection
personnel at all times.
Property owners and contractors are responsible for
ensuring all aspects of BMPs are followed, including
those not shown on the detail sheets. This Construction
SWPPP should be considered a living document and
must be updated as needed to reflect site conditions.
Preserve Vegetation/Mark Clearing Limits
Before any land disturbance, including clearing and
grading, clearly mark all clearing limits, sensitive areas
and their buffers, and trees that are to be preserved
within the construction area. Retain natural vegetation in
an undisturbed state to the maximum extent practical.
Use these BMPs:
•C101 to preserve natural vegetation
•C102 to establish buffer zones around important
vegetation you want to save
•C103 High Visibility Fencing to mark the
boundaries of your buffers
•C233 Silt Fence to ensure sediment doesn’t leavethe site
Establish Construction Access
Construction vehicles can damage or compact
soils, create sediment pollution, or track sediment
onto public roads.
All equipment and vehicles that access the construction
area must use an existing driveway or a stabilized
construction entrance.
•Use BMP C105 Stabilized Construction Entrance
wherever traffic will be entering or leaving a
construction site if paved roads are within 1,000 ft of
the site. Construct a 12-inch thick pad of 4-inch to 8-
inch quarry spalls, a 4-inch course of asphalt treated
base, or use existing pavement. Place a separation
geotextile under the spalls to prevent fine sediment
from pumping up into the rock pad. Install the
construction entrance prior to any vehicles entering
the site, at the location shown on the site plan.
Create only one construction entrance per site.
1
2
1b
1b
1b
2
1a
4
7
9a
9b
5
9b
Small Site Construc�on SWPPP (002) Updated 4/23/2024 page 4 of 6
•Use BMP C103 High Visibility Fencing to restrict
traffic to the construction entrance.
•Remove any sediment that is tracked onto pavementby shoveling or street sweeping and remove the
collected sediment or stabilize it on site.
Control Flow Rates (not shown)
Stormwater on a cleared site can create significant
flows that can damage downstream properties.
Protect properties and waterways downstream of the
project site from erosion and the associated discharge of
turbid waters. If your project is required to control flow
rates, you must use the following BMPs as shown on the
approved site plan:
•C203 Water Bars
•C209 Outlet Protection
•C235 Straw Wattles
Install Sediment Controls
When land is cleared of vegetation, stormwater can
pick up sediment, a pollutant. BMPs can prevent
sediment from leaving the site.
You must install sediment controls before land
disturbance to effectively minimize and control the
discharge of pollutants and sediments.
Use and properly install BMP C233 Silt Fence. You
must bury the filter fabric as shown in the diagram in
order for the BMP to be effective. You must repair the silt
fence if it is damaged.
Consider the following additional BMPs:
•C231 Brush Barrier
•C232 Gravel Filter Berm
•C234 Vegetated Strip
•C235 Straw Wattles
Note that C230 Straw Bale Barrier is no longer an
approved BMP.
Stabilize Soils
Leaving soils devegetated or exposed needlessly
creates erosion and sediment problems.
•Stabilize all exposed soils whenever constructionwork will stop for more than two days at a time during
the wet season (October 1 to April 30) or 7 days the
rest of the year (the dry season).
•Stabilize all exposed soils at the end of the shift
before a holiday or weekend.
•Stabilize all exposed soils with either vegetation, matcoverings, mulching, or in those areas to be paved, a
compacted base material.
•Use BMP C123 Plastic Covering over all stockpiles
with plastic or burlap if left unworked. Place sand-
filled burlap or geotextile bags every 3 to 6 ft along
seams and tie them together with twine to hold them
in place.
•If you excavate soil for the foundation, backfill that
soil against the foundation and grade it to drain away
from the building. Once the disturbed landscape
areas are graded, you must seed or sod the grass
areas.
Consider the following additional BMPs:
•C120 Temporary and Permanent Seeding
•C121 Mulching
•C122 Nets and Blankets
•C124 Sodding
•C125 Topsoiling/Composting
•C131 Gradient Terraces
•C140 Dust Control
Protect Slopes (not shown)
Slopes can be especially vulnerable to erosion, but
BMPs can mitigate sediment problems.
Design and construct cut-and-fill slopes to minimize
erosion. Use the following practices:
•Reduce continuous length of slope with terracing and
diversions
•Reduce slope steepness
•Roughen slope surfaces
•Use BMP C123 Plastic Covering over all exposed
slopes
•Use BMP C120 Temporary and Permanent Seeding
as soon as possible on exposed slopes
Manage off-site stormwater (run-on) separately from
stormwater generated onsite. Divert off-site stormwater
or groundwater away from slopes and disturbed areas
with interceptor dikes, pipes, or swales.
You may not create cut slopes over 4 feet high or slopes
steeper than 2 feet horizontal to 1 foot vertical. Fill
slopes may not exceed 4 feet high or 3 feet horizontal to
1 foot vertical. Slopes that exceed these criteria require
engineering.
Consider the following additional BMPs:
•C121 Mulching
•C122 Nets and Blankets
•C124 Sodding
•C203 Water Bars
•C208 Triangular Silt Dike (Geotextile‐Encased Check
Dam
Protect Drain Inlets
Storm drains are designed to collect and transport
clean stormwater, not water contaminated with
sediment or other pollutants. Storm drain inlets
must be protected so that runoff does not enter the
3
4
5
6
7
Small Site Construc�on SWPPP (002) Updated 4/23/2024 page 5 of 6
stormwater system without first being filtered or
treated or both.
•Use BMP C220 Storm Drain Inlet Protection to
protect all proposed and existing storm drain inletsduring construction so that stormwater runoff does
not enter the stormwater conveyance system without
first being filtered or treated (or both) to remove
sediment or other pollutants.
•Clean or remove and replace inlet protection devices
when sediment has filled one-third of the available
storage (unless a different standard is specified by
the product manufacturer).
•Keep all approach roads clean.
•Do not allow sediment and street wash water to enter
storm drains without treatment.
Stabilize Channels and Outlets
Stormwater channels and outlets can themselves
erode unless stabilized with rock or other armoring.
Design, construct, and stabilize all on-site conveyance
channels to prevent erosion as needed. Use BMP C209
Outlet Protection to provide stabilization, including
armoring material adequate to prevent erosion of outlets,
adjacent streambanks, slopes, and downstream reaches
at the outlets of all conveyance systems.
Consider the following additional BMPs:
•C122 Nets and Blankets
•C202 Channel Lining
Control Pollutants
Waste materials, demolition debris, and other
pollutants that occur onsite during construction can
contaminate the stormwater system unless
managed. Cement and related products can modify
the pH of stormwater.
Provide cover, containment, and protection from
vandalism for all chemicals, liquid products, petroleum
products, and other materials that have the potential to
pose a threat to human health or the environment.
Anytime you pour concrete, perform washout of the
concrete trucks following BMP C154 Concrete Washout
Area at designated washout areas only. Locate washout
areas at least 50 ft from sensitive areas such as storm
drains, open ditches, or water bodies, including
wetlands.
Clean contaminated surfaces immediately following any
spill incident. Apply fertilizers and pesticides in a manner
and at rates that will not result in loss of chemical via
stormwater runoff.
Use the following additional BMPs:
•C151 Concrete Handling
•C152 Sawcutting and Surfacing Pollution Prevention
•C153 Material Storage, Delivery, and Containment
Control De-Watering (not shown)
De-watering water extracted from foundations,
vaults, or trenches, has similar characteristics to
stormwater runoff at the site and can cause the
same impacts unless properly managed.
You may discharge clean, non-turbid de-watering, such
as well-point ground water, to systems that are
tributaries to, or directly into, surface waters if the de-
watering flow does not cause erosion or flooding or
interfere with the operation of the stormwater system.
Use the following BMPs:
•C220 Storm Drain Inlet Protection
•C236 Vegetative Filtration
Maintain BMPs (not shown)
All temporary and permanent erosion and sediment
control BMPs must be maintained and repaired as
needed to assure continued performance of their
intended function.
During the dry season, inspect sediment control BMPs
weekly or after a runoff-producing storm event. During
the wet season, inspect BMPs daily. Use BMP C150
Materials on Hand to ensure you are ready for a heavy
rain.
All temporary erosion and sediment control BMPs must
be removed within 30 days after the City determines that
the site is stabilized or after the temporary BMPs are no
longer needed. Trapped sediment must be removed or
stabilized on site. Disturbed soil areas resulting from
removal of BMPs or vegetation must be permanently
stabilized.
Manage the Project (not shown)
Phasing a project, especially when revegetation
occurs as part of each phase, can help prevent the
transport of sediment from the site.
•Fully implement this Construction SWPPP at all
times.
•Modify this Construction SWPPP whenever there is a
change in design, construction, operation, or
maintenance at the construction site that has or could
have a significant effect on the discharge of
pollutants to waters of the state.
•Inspect, maintain, and repair all BMPs as needed to
ensure continued performance of their intended
function.
8
9
10
11
12
Small Site Construc�on SWPPP (002) Updated 4/23/2024 page 6 of 6
Protect Low-Impact Development BMPs
Low-Impact Development techniques can be
damaged if they are compacted or accumulate
sediment during construction.
If there are any Low-Impact Development BMPs planned
for the site:
•Use BMP C103 High Visibility Fence to exclude all
construction and foot traffic from the infiltration, bio-
retention, or rain garden areas.
•Protect all infiltration areas or bio-retention and rain
garden BMPs from sedimentation through installation
and maintenance of erosion and sediment control
BMPs on portions of the site that drain into those
areas.
•Use BMP C233 Silt Fence or C234 Vegetated Strip
to control and avoid introducing sediment onto
permeable pavements. Bury the bottom of the filter
fabric at least 4 inches below the ground surface.
Backfill and tamp soil in place over the buried
portion of the filter fabric, so that no flow can
pass beneath the fence and scouring cannot
occur. Drive or place the fence posts into the ground
at least 18 inches. A 12-inch minimum depth is
allowed if topsoil or other soft subgrade soil is not
present and 18 inches cannot be reached.
•If pavements are fouled with sediments or no longer
pass an initial infiltration test, clean them using
procedures from the Stormwater Manual or the
manufacturer’s procedures.
Consider the following additional BMPs:
•C102 Buffer Zones
•C208 Triangular Silt Dike
•C231 Brush Barries
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I acknowledge that I have read the information
presented to me and agree to abide by the BMP
rules.
______________________ _____________________
Printed name Signature
______________________
Date
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