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CONIFEROUS TREE O
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. i�`l�• DECIDUOUS TREE
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11�Each tree shall be healthy stock and carefully planted W cv
DAIGOTA AVENUE ' N
in a three-Foot or larger hole In good,appropriately ��pp
�� Fertilized topsoil. Q *1
?�!��/Y 2. Each required deciduous tree shall have a minimum of two- J Q Q
elAva eoie uenoN Inch caliper within six inches of ground at time of planting. 3
5. Each required evergreen(coniferous)free shall have a w F d)
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........s.... -AI minimum height of eight feet at time of planting. _ W
4. Trees planted shall Include a mix of coniferous and
,� deciduous trees. At a minimum,thirty percent of the
II • trees planted shall be coniferous. i' s5. To avoid potentially unhealthy monocuitures,the total s+
.i''''''
0 number of any individual species of replacement tree Q
?%��� \ planted shall not exceed thirty percent of the same
t 41......! -Lp Q AL �.�`` species or thirty-five percent of the same genus oP
� * ��+ total-// aa. For
exaample,er of remaple acment trees(AAcer rubvm)and silver maple O
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AQQQ``` `!p are thesamerinurrJnusrAcerlmapleaJt Mspectpests woul bvt d
genus,y. ,y0 ,� / '� not distinguish between a red maple or silver maple,but
r�� � !GNIV /� those that Peed on maples probably will not attack
r----- 1 oaks or firs.
1 b. Where possible required trees should predominantly be
I iyp I _--�, selected from the native tree species. The city planning
1 department w111 maintain a list of notice tree species.
00 II .�
-------- ------
1 r REVISIONS:
.1� ,V. L--� 1 I PLAN AREA
I 20LO" =AGK —_�1-L---
Y -- SETBACK �j
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BUILDINNMAIN LEVEL 1 r 1A MAIN Po�N I6AA9E I I BREEZEWAY 60 SF DATE:FEB.,4.2011ISSUE: PERMIT SUBMITTAL
I O ,,i► 1 r I
1I GOY.PORCH 128 SF
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' ' I ITOTAL BUILDING AREA 2,596 5P
W r--- --- y-O° LOT COVERAGE CALCULATIONS
N I -RET Rouc I SIDE
Y TOTAL BUILDING AREA(5F) 2946 SF Pi!
I DRIVEWAY I RETAINING W
SETBACK LOT AREA(5F) 10330 5F
II I PIN.iO-5± RESIDENCE }tttB
I a�ua-s•: T.O.SUBFLOOR '-O"t LOT AREA(ACRES) .24 AG ;��2t
{ I �R PATIO
I LOT COVERAGE 25% 4 �r
1 1 .I Olt ' I PATIO _ ;;�
O II GARAGE 1 T.O.SO-10"t r---II W N EDED eleg 0' 9 9 IiiI1!
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It_ ,. - Fp_ L€10-11 -..._--- V. . _____ __
/400,, 11," SITE PLAN SHEET�.:
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I SIR OF
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.�Y o1 CITY OF ANACORTES
WASHINGTON
-9C o p1`` BUILDING DEPARTMENT
CERTIFICATE OF OCCUPANCY
This is to certify that the(Description of Building or Structure):
Single Family Residence
Located At: 1402 Dakota Ave
STREET&NUMBER
Owner: Tom & Sue Larsen
Constructed By: Strandberg . Constr.
OWNER OR OONi-RACTOR ,_ .•� .
Bldg. Permit#: BLD-2011-0029
Date Issued: March 1, 2011
Occ, Group: R-3 Use Zone: ,R2
Has Been Inspected And Occupancy Is Hereby Authorized.
This 3rd Day of August 201 -
- - - - AUTH•,F ING OFFICIAL
SEE REVERSE SIDE FOR SP,ECIAl.REQUIREMENTS
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Fes ''. '• : 1 ;i46: i.�
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►�:_e City of Anacortes Permit#: BLD-2011-0029
904 6th Street Issue date: 03/01/2011
P.O.Box 547
,' #' Expire date: 08/27/2012
0s Anacortes, WA 98221-0547
(360) 293-1901
51
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Job Address: 1402 DAKOTA AVE Permit Type: Single Family Residence Permit
ANACORTES WA 98221-1310 Project:
APN: P126175 '
Remarks: New single family residence with detached garage per approved plans.
Owner: TOM&SUE LARSEN Contractor:
Address: PO BOX 2116 Address:
ANACORTES WA 98221-8101
Phone: (614)441-8298 Phone:
License#:
General Information: Fees:
Occupancy Group r-3 Plan Review Deposit 100.00
Use Zone R2 Building Permit Fee 1,207.30
Lot Area 10330 Plan Review Fee 330.95
1st Floor Square Footage 1632 Mechanical Permit Fees 104.00
Garage Square Footage 576 Plumbing Permit Fee 104.00
Deck Square Footage 128 State Building Code Fee 4.50
Building Valuation 191966 Sewer Inspection Fee 50.00
# Forced Air Furnace<=1,000 1 Storm Drain GFC-Residential 1,244.00
#of Clothes Dryers 1 Sewer GFC-Residential 7,287.00
#of Clothes Washers 1 Park Impact Fee 615.00
#of Dishwashers 1 Traffic Impact Fee 900.00
#of Gas Fireplace 1 Total Calculated: 11,946.75
#of Gas Piping 1 Deposits/Receipts: 100.00
#of Gas Water Heaters 1
#of Water Piping 1 Total Due: 11,846.75
#of Hose Bibbs 2
#of Kitchen Sinks 1
#of Lavatories 2
#of Showers 2
#of Ventilation Fans 4
#of Water Closets 2
•
THIS PERMIT BECOMES NULL AND VOID IF WORK OR CONSTRUCTION AUTHORIZED IS NOT COMMENCED WITHIN 180 DAYS, OR IF
CONSTRUCTION OR WORK IS SUSPENDED OR ABANDONED FOR A PERIOD OF 180 DAYS AT ANY TIME AFTER WORK IS COMMENCED. I
HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE AND CORRECT. ALL
PROVISIONS OF LAWS AND ORDINANCES GOVERNING THIS TYPE OF WORK WILL BE COMPLIED WITH WHETHER SPECIFIED HEREIN OR
NOT, THE GRANTING OF A PERMIT DOES NOT PRESUME TO GIVE AUTHORITY TO VIOLATE OR CANCEL THE PROVISIONS OF ANY OTHER
STATE OR LOCAL LAW REGULATING CONSTRUCTION OR THE PERFORMANCE OF CONSTRUCTION.
'/r
NATURE OF OWNER OR A THORIZED AGENT I' UE R BY
APPENDIX C— RESIDENTIAL INSPECTION FORM JULY 2011
PubIc orks
Rc'ogsw Engineering and Development Services
Residential Inspection
Address: l ri( - f /-K M1 Date: .7(x g-7)
Owner:
Contractor:
Inspected by:
1. Water Meter Box A.4‹.1'j 1ctr a-k
❑ Set firm and level to finished grade or backside of sidewalk elevation.
❑ Lid and box undamaged.
❑ Water meter and customer shutoff installed.
❑ No debris.
❑ Accessible — no landscape obstruction.
❑ Driveway installation has drive-over box and lid.
❑ Customer gate valve intact.
n No leaks at connections.
2. Curb and Gutter
INo cracks, damage, graffiti, footprints, finishing blemishes, or other objectionable
marks.
If road frontage improvements:
Expansion joints every 15 feet and at driveways.
Concrete has broom finish.
❑
No low spot at curb line, especially at driveway cut. Maximum grade change in
20 feet is 1%inch.
3. Sidewalk
Fp/Ko cracks, damage, graffiti, footprints, finishing blemishes, or other objectionable
marks.
❑ ADA compliant— 1 percent slope to curb.
If road frontage improvements:
❑ Expansion joints every 15 feet and at driveways.
❑ Concrete has broom finish
4. Driveway Approaches
rx No cracks, damage, graffiti, footprints, finishing blemishes, or other objectionable
marks.
11 ADA compliant.
APPENDIX C: INSP-02
APPENDIX C— RESIDENTIAL INSPECTION FORM JULY 2011
5. Streets
No cracks, blemishes.
If road or alley improvements:
n Received proctor and sieve analysis of ballast, crushed rock, and asphalt.
n
Received passing materials testing reports for sub-grade, ballast, crushed
rock, and asphalt.
El
Received tonnage tickets consistent with required thickness per approved
plans.
6. Sanitary Sewer
❑ Inspection card signed off and/or verified in Building Department database.
Li As-built record filed in the address file.
. ... .......
.._......_Screw cap(s) installed on clean-out(s)._...._.-._...........1(kre>.....___Lem ` ......_..............._....__._......._......._.._......__._..______.._......__..._
❑ Clean-out(s) set at finished grade.
7. Storm Drainage
I-I Inspection card signed off and/or verified in Building Department database.I I As-built record filed in address file.
❑ Not blocked or diverted to adjacent parcel.
6. Public Utilities Out of Traveled Way 1 / --
n Concrete collars around City utilities.
n Final grading ok.
n Restored to prior condition or better.
9. Landscape
Bonded for completion at later date. _._......__.._._... .`i)
_....._.....__._._....._.._..._....__.._.._.._....__.._..__._._._..__._._.._______....._._..—.____..............___
Verified against approved landscape plan:
❑ Installation.
O Type and quantity..of plants.
Sod or seed in place.
n Root barrier(receipt filed).
10. Erosion Control Measures
ILI BMPs removed.
❑ All debris removed. Site clean. 1; (jUrif
n Permanent vegetation established.
APPENDIX C: INSP-02
July 28,2011
Don Measmer
Plans Examiner
City of Anacortes
Dear Don,
The landscaping for 1402 Dakota Ave, Lot 4 Dakota should be complete by September 30th
2011. We would like to gain certificate of occupancy base on this commitment.
Thank you.
Feel free to call with any questions regarding this concern.
Sincere
Nels S dberg
Strandberg Construction, Inc.
INSULATION CERTIFICATION JUN 1 0 2011
This is to certify that in conformance with the current Washington State Energy
Code. I have reviewed the energy package and certify that it has been installed
in accordance with those standards in the building located at:
Strandberg Construction
BUILDER/DEVELOPMENT
1402 Dakota Ave - Anacortes, WA
ADDRESS OF PROPERTY
DESCRIPTION OF INSTALLATION
Exterior Walls:
I Fiberglass Johns Manville 5.5" I R-21
Type of material Manufacturer Thickness R-value
Ceilings batted: Not accessible,to blow
I Fiberglass I Johns Manville R-49
Type of material Manufacturer Thickness R-value
Ceilings Blown:
Fiberglass I Johns Manville 19.1" R-49
Type of material Manufacturer Thickness R-value
Floors:
Fiberglass 1 Johns Manville 10 R-30
Type of material I Manufacturer Thickness R-value
Other:
Infiltration—All openings in exterior walls caulked or sealed
Slab thermal break created
Vapor barriers installed per code
I CERTIFY UNDER PENALTY OF PERJURY UNDER THE LAWS OF THE STATE OF WASHINGTON THAT THE
FORGOING IS TRUE AND CORRECT.General Contractor 6d (--t Kos'►',
Contractor's Registration No.
By: Title: / YrJ �0Y�•
Sub-contractor:Quality Plus Insulation,Inc Contractor's Registration No. QUALIPI 101 QE
By: 71'ina Leslie Title: Admin
Date and Place: 6.8.11 Marysville.WA
JUL 2 2 2011 0.2o/rems 7
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Duct Leakage Affidavit
Permit*: 13/....0"cu t -00 27
House address or lot number: /L/ad2 j Lb+1 AlAe
City: atix fiche... ,L Zip: fg'A:21
Cond. Floor Area (ft2): /6�11j` Source(circle one): Plaa ; Estimated Measured
❑ Duct tightness testing is not required for this residence per exceptions listed at the end of this document
Air Handler in conditioned space?Q yesno Air Handler present during test?pg.yes ❑ no
•
Circle Test Method: Leakage to Outside Tr4;110r e
Maximum duct leakage:
Post Construction,total duct leakage: (floor area x.08) = CFM@25 Pa
Post Construction, leakage to outdoors: (floor area x.06)= CFM@25 Pa
Rough-In,total duct leakage with air handler installed: (floor area x.06) = '9 .j.2 CFM@25 Pa
Rough-In,total duct leakage with air handler not installed: (floor area x.04)= CFM@25 Pa
Test Result: ? ( CFM@25Pa
Ring (circle one if applicable): Open 1 3:
Duct Tester Location:,4( -/414 164 .06g.. Pressure Tap Location: ._ & / 1`r
I certify that these duct leakage rates are accurate and determined using standard duct testing protocol.
Company Name: / :AJ 4,rfolho/e _ Technician: l 101
Technician Signatures � t Date: b-- Z3- /1 Phone Number37-,q/"/ �
Washington State Energy Code reference:
503.10.3 Sealing.All ducts,air handlers,filter boxes,and building cavities used as ducts shall be sealed.Joints and seams shall comply
with Section M1601.3 of the International Residential Code or 603.9 of the International Mechanical Code. Duct tightness testing shall be
conducted to verify that the ducts are sealed.A signed affidavit documenting the test results shall be provided to the jurisdiction having
authority by the testing agent.When required by the building official,the test shall be conducted in the presence of department staff.
Exceptions: 1.Duct tightness test is not required if the air handler and all ducts are located within conditioned space.
2. Duct testing is not required if the furnace is a nondirect vent type combustion appliance installed in an unconditioned space.
A maximum of six feet of connected ductwork in the unconditioned space is allowed.All additional supply and return ducts
shall be within the conditioned space.Ducts outside the conditioned space shall be sealed with a mastic type duct sealant and
insulated on the exterior with R-8 insulation for above grade ducts and R-5 water resistant insulation when within a slab or
earth.
Duct testing Calculator (New Construction)
House address or lot#: / f 01 0/1 /cc) ryi 4 , /141// Le /
Conditioned Floor Area:
Duct tester location: f A 0/4,,7- c
Pressure tap location: /Li
Ring (if applicable): Open 1 CP 3
At Rough-in (Total Leakage)
Test Method & Test2 Calculated •
Standard" CFM25 Target
Air Handler Present
.06 X CFA 5 CFM 25
5 6 CFM25 per 100 sf of CFA
Air Handler not Present
.04 X CFA 5. CFM25
5 4 CFM25 per 100 sf of CFA
Post Construction
Test Method & Test2 Calculated
Standard' CFM25 Target
Air Handler Present(Total Leakage)
.08 X CFA 5 CFM25
5 8 CFM25 per 100 sf of CFA
Air Handler Present(Leakage to Exterior)
.06 X CFA 5 CFM25
5 6 CFM25 per 100 sf of CFA
1. Test results must comply with one of the Standards options.
2. Test CFM25 must be equal to or less than the calculated target.
Air Leakage testing Calculator(Blower Door Test)
Tested
Standard Calculated Test Result
CFM50
(( CFM50 X 0.055) ( (a-5'c, CFA X 144)) =SLA
°—.)C.)
0,00030 RA
divided by 13 7, 6 = SLA
SLA= Ct°
Glossary
Rough-In: After installation of the complete air distribution system but before installation of insulation and sheet rock. Allows for
access to all duct seams and connections for re-evaluation of seal integrity if standard is not met in intitial test.
Post Construction: At or near final inspection. The home must be complete enough to pressurize the home to 25 pa.
Total Leakage: Aggregation of the entire systems duct leakage in a duct test.
Leakage to Exterior: Aggregation of all duct system leaks to the exterior of the CFA in a duct test.
CFA: Conditioned floor area
CFM25: Cubic feet per minute of air leakage at 25 pascals of pressure
CFM50: Cubic feet per minute of air leakage at 50 pascals of pressure
Pascal(pa): Unit of pressure
SLA: Specific leakage area
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LANDSCAPE LEGEND
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1 0 CONIFEROUS TREE
2
. SW. DECIDUOUS TREE
NOTES,
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DAKOTA AVENUE 1. Each tree shall be healthy stock and carefully planted w
�� in a three-Pont or larger hole in good,appropriately Z N
DRIVEWAY ` fertilized topsoil. Q
///// 2. Each required deciduous tree shall have a minimum of two- J >
� rc///i wrioN Inch caliper within six Inches of ground at time of planting. a
di
/�//i �� 5. Each required evergreen(coniferous)free shall have a W
I minimum height of eight feet at time of planting.
• 4. Trees planted shall include a mix of coniferous and (n i
deciduous trees. At a minimum,thirty percent of the
'1 trees planted shall be coniferous. t- V 0
70 &/ - ` 5. To avoid potentially unhealthy monoeulturea,the total`� number of any individual species of replacement treesILT I416E planted shall not exceed thirty percent of the sane0O yy�tr a IP F!®ED \` species or thirty-five percent oP the same genus oP G
:�V• SD�h; U� total number of all replacement trees planted. 0
CCSS �A�,Y a. For example,red maple(Acer rutr-um)and silver maple
.. !"� / (Acer saccarinum)are two different species,but they
i UA :�' IP are the same genus,Actor(maples). Many pests would
�✓. �y�Q9 / �� not distinguish between a red maple or silver maple,but
1.0 ,ir
' /�/� those that Peed on maples probably will not attack
oaks or firs.
�M� I 6. Where possible,required trees should predominantly be
• '1'T -'' selected Prom the native tree species. The city planning
CO I ------- --• ----- department will maintain a list of notice tree species.
r-
4%, L--- I REVISIONS:
• I
Y ' - SETBACK �_---- -- _-L--- .
IPLAN AREA SUMMARY 2
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BUILDING AREA MAIN LEVEL�,_RocKICOHERED PORCH MAIN FLOOR 1,682 SF
1 O I�rAIwNs HALL I 1 I I GARAGE 516 sr JOB NO.:11-1ARSON RES.
I L. ISSN: PERMIT SUBMmra
I O ,erg • BREEZEWAY 60 SF DATE:FEB. 14,2011
.. Ottri
, i 1 GOV.PORCH 126 SF
n I I I
M -- TOTAL BUILDING AREA 2596 SF
`�J I r--- — I 5'-0' LOT COVERAGE CALCULATIONS iri. !
N .1 4. I ss•:ROOK SIDE TOTAL BUILDING AREA(SF) 2396 sF
1 RETAMINe YARD
SETBACK
O 1 DRIVEWAY I PIN GRADE RESIDENCE LOT AREA(SF) 1O,55O SF l01t
`V. I Fo¢°Rtr}uRE T.O.SUBFLOOR '-O't LOT AREA(ACRES) .24 AG j Oits9
IPA .i :� PATIO i LOT COVERAGE 25% 11� �}
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MAIN LENS • -g N + o custom HOME
D :. FLOOR PLAN ; ; y TOM and SUE LARSEN
it IVgel I402 DAKOTA AVENUE
�.► rr1..rM...a. ��1....«+...�....r ANACORTES,WA 95221 t;t 1STOM HC;ir'c F. DEf5',IGN
.•r Ir.'7:rrr rarr..r.r=702
el..r r o.r..w. I u.r.ir.••.I r..1..'""� 715Ana SEAFARERS WAY,#201 Telephone:360-293-743 I
"" " ri: •il..rs�'oIrsi.:m""°""' Anacortes,Washington Facsimilie:360-299-8660
9
RECEIVED : ,, t 2 2U 4
HERRIGSTAD ENGINEERING PS
Civil Engineer
4320 Whistle Lake Road Dale Herrigstad,P.E.
Anacortes,WA 98221 (360)299-8804
November 24,2004 Job#398
Don Measamer
o Building Department
a: City of Anacortes
PO Box 547
Anacortes,WA 98221
aSubject: Rawhauser 6-lot Short Plat on Dakota Avenue Reconnaissance Level Geo-
o technical Report
This report will deal with the soil conditions in the proposed public road area. The
existing site slopes at a maximum of 15% from the southeast down to the northwest at the
back half of the cul-de-sac. A proposed 32' wide paved road and 100-foot diameter cut-
de-sac to the back of the sidewalk is proposed as shown on the attached site plan. Three
test pits were excavated around the cul-de-sac as shown on the attached site plan. The
soils are as follows:
TEST PIT#1
0 0 toll"top soil and organics
12"to 30" sandy loam with come cobles and a few deep roots
30" to 48"gravely loam
TA 48" to 60" moist dense glacial till/clay
Water is perched above the glacial till
TEST P1T#2
0 to12"top soil and organics
12" to 30" sandy loam with a few deep roots
CO
30"to 48"very gravelly sandy loam
48"to 60"moist dense glacial till/clay
Water is perched above the glacial till
0
TEST PIT#3
0 tol2"top soil and organics
12"to 20"sandy loam with roots
20"to 40" Sandy loam wl cobbles
40"to 60" moist dense glacial till/clay
No water was observed
w No rock outcropping was encountered at any test pit each excavated to 60"in depth_
The soils are classified as Coveland-Bow Complex, 0 to 5 percent slope with the upper
reaches Swinomish-Fidalgo-Rock outcrop complex, 3 to 30 percent slope according to the
Skagit County Soil Survey.
FEB-22-2011 12:40 Strandberg Construction 360 299 8660 P.002
Conclusion and recommendations:
1. No significant surface water conditions exist on the site.
2. A perched water table exists below the ground surface at approximately 36" to
48"in depth. The trenches may require some dewatering depending on the
time of year of the construction. The road should not be affected by the
subsurface water flow.
3. The subsurface soils will support the proposed road and utility improvements
once the topsoil and organics are removed. The deeper glacial till will be
weather sensitive but should not be disturbed to any great extent.
The road shall be constructed by stripping the 1' of topsoil to reach the gravelly
loam to build the road base above. The road grade does not require any onsite soils
to be used for fill. All fill should be offsite gravel borrow for the road base.
See the attached photo's and site map.
Sincerely, r
Dale Herrigstad P.E.
yw Fwns i A$
.A�yT S Ts ` ,1of
'o 'i'FcistIO 447
r ..
{ EXPIRES'610?l 045
FEB-22-2011 12:40 Strandberg Construction 360 299 8660 P.003
— SHEET NUMBER 28 -
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FEB-22-2011 12:40 Strandberg Construction 360 299 8660 P.004
320 Soil Survey
TABLE 13.--ENGINEERING INDEX PROPERTIES--Continued
Classification Frag- Percentage passing
Soil name and Depth USDA texture meats sieve number-- Liquid Plas-
map symbol Unified AASHTO > 3 r- limit ticity
inches 4 10 40 200 index
In Pet Pet
35, 36 0-9 Gravelly loam---- SM, ML A-4 5-10 80-85 60-75 45-75 40-60 20-30 trp_5
Coveland 9-14 Very gravelly GM, GM-GC A-2, A-1 0-10 30-55 25-50 25-45 10-35 25-35 5-10
sandy loam, very
gravelly sandy
clay loam.
14-52 Silty clay, silty ML, MH A-7 0 95-100 90-100 80-100 70-100 40-55 10-25
clay loam, clay.
52-60 Silty clay, silty CL A-6, A-7 0 95-100 90-100 80-100 70-100 30-45 10-20
clay loam, clay
loam.
37*, 38*•
Coveland - 0-9 Gravelly loam---- SM, ML A-4 5-10 80-85 60-75 45-75 40-60 20-30 Np-5
9-14 Very gravelly GM, GM-GC A-2, A-1 0-10 30-55 25-50 25-45 10-35 25-35 5-10
sandy loam, very
gravelly sandy
clay loam.
14-52 Silty clay, silty ML, MH A-7 0 95-100 90-100 80-100 70-100 40-55 10-25
clay loam, clay.
52-60 Silty clay, silty CL A-6, A--7 0 95-100 90-100 80-100 70-100 30-45 10-20
clay loam, clay
loam.
Bow 0-8 Gravelly loam---- SM A-2, A-4 0-10 75-80 55-75 30-50 30-50 20-30 NP-5
8-22 Clay loam, silt ML, CL A-6, A-7 0-5 90-100 75-100 60-100 50-85 35-50 10-20
loam, silty
clay.
22-60 Silty clay loam, ML, MH A-7 0-5 90-100 90-100 80-100 75-100 40-55 10-20
silty clay,
clay.
39*:
Crinker 0-4 Very channery GM, SM A-1, A-2, 0-5 50-70 30-50 25-45 20-40 35-45 NP-5 •
silt loam. A-4, A-5
4-20 Very channery GM A-1, A-2 0-10 40-60 25-45 20-40 15-30 35-45 NP-10 •
silt loam, very
channery loam.
20-32 Very channery GM-GC, GM A-2, A-1 0-15 35-50 25-40 20-30 15-30 20-30 NP-10
silt loam,
extremely
channery loam,
very channery •
loam.
32 Unweathered
bedrock.
Rock outcrop.
40*:
Crinker 0-6 Very channery GM, SM A-1, A-2, 0-5 50-70 30-50 25-45 20-40 35-45
silt loam. A-4, A-5
6-14 Very channery GM A-1, A-2 0-10 40-60 25-45 20-40 15-30 35-45
silt loam, very -- ._
channery loam.
14-22 Very channery GM-GC, GM A-2, A-1 0-15 35-50 25-40 20-30 15-30 20-30 Np-10:
silt loam,
•
extremely
channery loam,
very channery •;.;"r.>-:.-
loam. -22 Unweathered
bedrock.
See footnote at end of table.
�ES-22-2011 12:41 Strandberg Construction
360 299 8660 P.005
g agit County Area. Washington 337
TABLE 13.--ENGINEERING INDEX PROPERTIES--Continued
Classification Frag- Percentage passing
Soil name and Depth USDA texture ments sieve number-- Liquid Plas-
map symbol Unified AASHTO > 3 limit ticity
inches 4 10 40 200 index
In Pct Pet
136 0-6 Silt loam CL-ML, CL A-4, A-6 0 100 100 95-100 85-95 20-30 5-15
Sumas 6-16 Silt loam, silty CL-ML, CL A-4, A-6 0 100 100 95-100 85-95 20-35 5-20
clay loam.
16-60 Gravelly sand, SM, SP, A-2, A-1, 0 70-100 60-95 40-70 0-20 --- NP
sand, coarse SP-SM A-3
sand.
137, 138, 139---- 0-3 Gravelly loam SM A-4 0-15 85-90 60-75 55-70 35-50 30-40 NP-5
Swinomish 3-20 Gravelly loam, SM, GM A-2, A-4, 5-20 60-80 45-70 40-60 20-50 25-35 NP-5
very gravelly A-1
sandy loam, very
gravelly fine
sandy loam.
20-31 Very gravelly SM, GM A-1 5-25 40-70 30-55 20-40 10-25 20-30 NP-5
fine sandy loam,
very gravelly
sandy loam.
31 Cemented --- --- --- --- --- --- --- --- _
140*:
Swinomish 0-3 Gravelly loam SM A-4 0-15 85-90 60-75 55-70 35-50 30-40 NP-5
3-20 Gravelly loam, SM, GM A-2, A-4, 5-20 60-80 45-70 40-60 20-50 25-35 NP-5
very gravelly A-i
sandy loam, very
gravelly fine
sandy loam.
20-31 Very gravelly SM, GM A-1 5-25 40-70 30-55 20-40 10-25 20-30 NP-5
fine sandy loam,
very gravelly
sandy loam.
31 Cemented
Fidalgo 0-3 Gravelly loam----- SM A-2, A-4 5-20 65-85 60-75 45-60 30-50 25-30 NP-5
3-25 Very gravelly GM A-1, A-2, 5-20 40-55 30-50 20-50 10-40 25-30 NP-5
loam, very A-4
gravelly fine
sandy loam, very
gravelly sandy
loam.
25-29 Extremely GM, GP-GM A-1 5-20 15-50 10-40 10-35 5-20 --- NP
gravelly loamy
sand, very
gravelly sandy
loam.
29 Unweathered --- --- --- --- --- --- _ --- -
bedrock.
140*:
Rock outcrop.
141 0-10 Silt loam ML A-4 0 100 100 90-100 70-90 30-40 NP-10
Tacoma 10-50 Silt loam, very ML A-4 0 100 100 95-100 85-95 25-35 NP-10
fine sandy loam.
50-60 Silt loam, silty CL A-6, A-7 0 100 100 95-100 90-100 30-50 10-25
clay loam, clay.
142 0-9 Silt loam ML A-4 0 100 100 90-100 70-90 30-40 NP-10
Tacoma 9-33 Silt loam, very ML A-4 0 100 100 95-100 85-95 25-35 NP-10
fine sandy loam.
33-60 Silt loam, silty CL A-6, A-7 0 100 100 95-100 90-100 30-50 10-25
clay loam, clay.
See footnote at end of table.
FEB-22-2011 12:41 Strandberg Construction 360 299 8660 P.006
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Page 1 of 1
Ingalls, Paul
From: Ingalls, Paul
Sent: Wednesday, February 23, 2011 4:38 PM
To: 'Josh Schafer'
Subject: 1402 Dakota
Josh,
I completed the plan review for the new home at 1402 Dakota Ave.
Items needed: --
1. Geo tech report for the lot<
2. Foundation re-enforcing information conforming to the 2009 IRC. I can share some tables with you.
3. Heating type & location. Can be drawn on plan.
Ready to issue with above satisfied.
Paul Ingalls
Building Inspector
City of Anacortes
360-293-1901
2/23/2011