HomeMy WebLinkAboutPermit File 2401 24th Street =G1Ty— O :. City of Anacortes Permit#: BLD-2012-0418
i $ 904 6th Street Issue date: 10/03/2012
•:$µ P.O.Box 547
z� Anacortes, WA 98221-0547 Expire date: 04/01/2014
` l (360) 293-1901
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Job Address: 2401 24TH ST Permit Type: Single Family Alteration/Repair Permit
ANACORTES WA 98221-2495 Project:
APN: P110584
Remarks: Roof mounted solsr panels.
Owner: DENNY QUIRK Contractor: WESTERN SOLAR
Address: 2401 24TH ST Address: 319 E CHAMPION ST
ANACORTES WA 98221-2495 BELLINGHAM WA 98225-4501
Phone: Phone: (360) 746-0859
License#: WESTES*910J0
General Information: Fees:
Building Valuation 9359 Building Permit Fee 181.25
Plan Review Fee 117.81
State Building Code Fee 4.50
Total Calculated: 303.56
Deposits/Receipts: 0.00
Total Due: 303.56
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THIS PERMIT BECOMES NULL AND VOID IF WORK OR CONSTRUCTION AUTHORIZED IS NOT COMMENCED WITHIN 180 DAYS, ORLAF•-'
CONSTRUCTION OR WORK IS SUSPENDED OR ABANDONED FOR A PERIOD OF 180 DAYS AT ANY TIME AFTER WORK IS COMMENCED.a,Ih�
HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE AND CORRECT. ALLo
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.
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SIGNATURE F NER OR AU ORIZED AGENT ISSUED BY
Series 100 SnarDN rack
Structural Report and Calculations '‘: ,-,,i0LfiAlic, ':1:;,:•S`C-jili'.--
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Structural Report and Calculations
Series 100
Roof Mount 0
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SnapNrack
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co, **1c.,,,,:,:.• 775 Fiero Lane, Suite 200 0 > I ,
, . San Luis Obispo, CA 93401 9, 0 cp , i El 0
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Prepared By
Norman Scheel Structural Engineer
5022 Sunrise Boulevard
Fair Oaks, CA 95628
(916) 536-9585
April 26,2012
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NSSE 5022 Sunrise Boulevard Fair Oaks CA 95628(916)536-9585 Page 2
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Friday,June 01,2012 Snap rack-
SnapNrack
NOrman p
775 Fiero Lane, Suite 200
San Luis Obispo,CA 93401
c h e e l Series 100 Roof Mount Summary Letter
To Whom It May Concern,
St r u c t u r a 1 This letter is to clarify that we have performed calculations for the 100 series
roof mount PV system based on the information provided by SnapNrack.
Included with this letter is the report and calculations. The calculations were
done in accordance with the 2009 IBC, ASCE 7-05, 2005 NDS, and guidelines
n i u e e r stated in the Solar America Board for Codes and Standards.
For some of the components the SnapNrack test data was used to determine
502Fair Sunrise Blvd. capacity and section properties of materials. The test data was collected using
Fair Oaks,CA 95628 P tY p P
(916)536-9585 the procedures outlined in the 2009 IBC Chapter 17.
(916)536-0260(fax) i
19$9 Z012 The calculations were performed for the following wind, seismic, and snow load
23 years of excellence combinations and building parameters.
• ASCE 7-05 wind speeds from 85 mph to 150 for B and C exposure
categories
• ASCE 7-05 Seismic Design Category E
• ASCE 7-05 Snow Loads up to 120 psf ground snow
Norman Scheel,$.E. • Buildings with mean roof heights up to 60 foot tilt angles /roof pitches
LEED AP BD+C from 0 degrees to 60 degrees.
LEED AP Homes
Fellow—SEAOC
Fellow-ASCE In our opinion the mounting system as outlined in the SnapNrack Series 100 PV
E-mail:norm(ainsse.corn
Mounting System Code Compliant Installation Manual 2012 is acceptable and
Rob Coon meets the loading requirements as stated above. See report and calculations
Email:Manager included with this letter —
E-mail:Tobcnon(alnssc.cont
Steve Smith P.E. If thereare anyfurtherquestions,please contact Norm Scheel.
Project Manager
E-mail:stevcsmitht)nsse.cont
Steven Cooksey S
CAD Supervisor J
E-mail:steve@nsse.com
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Jackie Kaufman 4° 1 �
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Office Manager Orman Scheel PE, SE
E-mail:jackic@!nssc.com L ED-AP BD+C,LEED-AP Homes -n T
Fellow SEAOC ' I='�F;
Fellow A.S.C.E. ittN� ?
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EXPIRES DECEMBER 26,MIS
0' C :. City of Anacortes Permit#: BLD-2012-0344
904 6th Street Issue date: 09/06/2012
N.""' P.O.Box 547
° Anacortes, WA 98221-0547 Expire date: 03/05/2014
' ' A (360) 293-1901
Job Address: 2401 24TH ST Permit Type: Mechanical Permit
ANACORTES WA 98221-2495 Project:
APN: P110584
Remarks: New gas water heater.
Owner: BRYAN QUIRK Contractor: FAST WATER HEATER COMPANY
Address: 2401 24TH ST Address: 12601 132ND AVE NE
ANACORTES WA 98221-2495 KIRKLAND WA 98034-3306
Phone: Phone: (425)636-7054
License#: FASTWWH948BC
General Information: Fees:
#of Gas Water Heaters 1 Mechanical Permit Fees 34.15
Total Calculated: 34.15
Deposits/Receipts: 0.00
Total Due: 34.15
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THIS PERMIT BECOMES NULL AND VOID IF WORK OR CONSTRUCTION AUTHORIZED IS NOT COMMENCED WITHIN 180 DAYS, OR7JF2
CONSTRUCTION OR WORK IS SUSPENDED OR ABANDONED FOR A PERIOD OF 180 DAYS AT ANY TIME AFTER WORK IS COMMENCED U1 IP
HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE AND CORRECT. ALLci
PROVISIONS OF LAWS AND ORDINANCES GOVERNING THIS TYPE OF WORK WILL BE COMPLIED WITH WHETHER SPECIFIED HEREIN OR,-µ
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.
SIGNATURE OF OWNER OR AUTHORIZED AGENT ISSU BY
y �
Y of CITY OF ANACORTES
WASHINGTON
vc BUILDING DEPARTMENT
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CERTIFICATE OF OCCUPANCY
This is to certify that the(Description of Building or Structure):
Single Family Residence
Located At: 2401 24th Street
STREET&NUMBER
Owner: Homestead NW, Inc.
Constructed By: owner
OWNER OR CONTRACTOR
Bldg.Permit#COM97-0060 Date Of Issue: 3-27-97
Occ.Group: R3 Use Zone: R2
Has Been Inspected And Occupancy Is Hereby Authorized,
This 28th Day Of May 19 97
AUTHORIZING OFFiCIALS
SEE REVERSE SIDE FOR SPECIAL REQUIREMENTS.
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COMBINATION PERMIT
CITY OF ANACORTES PERMIT NO. : C0M97-0060
P.O. BOX 547 APPLIED: 03/17/97
ANACORTES, WA 98221 ISSUED: 03/27/97
(206) 293-1901 EXPIRES: 03/27/98
SITE ADDRESS: 2401 24TH
ASSESSOR'S PARCEL NO. : 2401 24
PROJECT DESCRIPTION: New single family
OWNER — CONTRACTOR — LENDER
HOMESTEAD NW, INC
P.O. BOX 409
LYNDEN WA 98264
354-3366
— FEES
TYPE OF WORK •NEW AREA (sf) VALU...$: 107000 Code Amount---- By- Date---- Receipt
TYPE OF USE •SF LOT • 7983 REQUIRED SETBACKS---- ESPL $ -100.00 MD 03/27/97 6733
CENSUS CATEGORY •101 1ST FLR • 1340 FRONT • 20 ft PMEC $ 71.00 MD 03/27/97 6733
ZONING 2ND FLR • 512 SIDE(1)..: 5 ft PPLM $ 118.00 MD 03/27/97 6733
:R2 BASEMENT • 0 SIDE(2)..: 10 ft STBC $ 4.50 MD 03/27/97 6733
OCCUPANCY GROUP GAR/CARPORT...: 480 REAR • 20 ft SEWR $ 3333.00 MD 03/27/97 6733
:R3 :? :? •? OTHER • 0 REQUIRED PARKING-- IMPT $ 400.00 MD 03/27/97 6733
TYPE OF CONSTRUCTION TOTAL • 0 INSP $ 50.00 MD 03/27/97 6733
:5N :? :? :? : NUMBER OF UNITS • 1 ACCESSIBLE.: 0 PLCK $ 292.83 MD 03/27/97 6733
OCCUPANT LOAD STORIES • 1 COMPACT • 0 PRMT $ 450.50 MD 03/27/97 6733
0: 0: 0: 0: BUILDING HEIGHT.: 0 ft IMPRV SURF.: 0 sf
FUEL TYPES BOILERS/COMPRESSORS- DOMES. INCIN •0
:/GAS/ / /: 0-3 HP • 0 COMML. INCIN •0
FURN < 100K BTU: 1 3-15 HP • 0 RELOC/REPAIR...: 0 TOTAL $ 4619.83
FURN >=100K BTU: 0 15-30 HP • 0 CLOTHES DRYERS.: 1
FURN - FLOOR...: 0 30-50 HP • 0 GAS WTR HEATERS: 1 — NOTES
UNIT HEATERS...: 0 50+ HP • 0 STOVE, APPLI...: 1
VENT FANS • 4 AIR HANDLING UNITS-- FIRE LOG/LITE..: 0
VENT SYSTEMS...: 0 <= 10000 cfm.: 0 WOODSTOVES • 0
VENT W/O APPLI.: 0 > 10000 cfm.: 0 OTHER UNITS • 0
EVAP COOLERS...: 0 GAS OUTLETS • 1
HOODS • 1
WATER CLOSETS...: 3 WASHING MACHINES: 1 FLOOR.DRAINS • 0
BATH TUBS • 2 ELEC WTR HEATERS: 0 WTR PIPING/TREAT: 1
SHOWERS • 0 LAUNDRY TRAYS...: 0 HOSE BIBBS • 2
DISHWASHERS • 1 URINALS • 0 GREASE TRAPS • 0
LAVATORIES • 3 WASTE INTERCEPT.: 0 ADD'L FIXTURES..: 0
KIT SINKS W/DISP: 1 DRINKING FOUNT..: 0
I hereby acknowledge that I have read this permit and state that the above information is correct, and agree to comply with all
ordinances and Laws regulating activities covered by this permit.
Issued by Applicant or Owner's Signature
24 Hour Notice Required For All Inspections
comprmt, Rev: 11/04/93
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alb ADDRESS: -.2 q o I 02 y rA 574- ASSESSOR NO.:
µ Q 1 D. VACATE D" MI
LOT: -ft �f8 BLOCK: DIV: Arrp for I or z -te ADDITION:
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Name: Name: Name:
HOMESTEAD NORTHWEST, INC. - SAME AS OWNER -
Mailing Address: Mailing Address: Mailing Address:
P.O. BOX 409 •
City: State: Zip: City: State: Zip: City: State: Zip:
LYNDEN WA 98264
Phone No.: Phone No.: Phone No.:
(360)354-3366 Contractor License: HOMESNI088CF
Contact Person:1)(�,t(7 t(S i S Phone No.: 9. (D I -83S S
<: �s�'@�;Sx:,��:��.-)'1:�[:�".,>Z:�;X�:t O:lX�s�J�3;;�i:C: ^�\"'� 'Y2 u �x 3 w,.uR. �,v <� �,a .. S< �:ky',E���Vi;R<d�"> .,
. :x < n• �>aT3�:�....q�.....for 35a
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(Check One)
Single Family:_ X Multi-Family: Apartment: Condominium: Senior Housing:
Retail: Office: Restaurant: Manufacturing: Storage: Bank:
Assembly: Accessory: Automotive Repair: Other(Specify):
DESCRIBE OF WORK:
•
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sa:•,s�.C<°'�u%33«;?>` <�3c:z 2'x$, 'tid'::: ,'xazxa 110 fit,< x 1,,, ."^ ..:':. 1 -%
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>:;lani:> :KS'.>$�a.s a ..3;€xr,:'r�� ... < .e ' ',4>;gi .A.< 3.C'nibc44: r. `7 '3.
< ;'; ..... . � 3y<x:i ,h�'� `<b:,a\iyi:;a`. �a' ae�"'�fa�o:,<...iaac:«w«u b/A''r��<'.�.. .. .. r :��',r/�,
��aa:�i<": pia:��:>C:x�:�`;xxa_Ata�:.�\wPaa.,m., .�<a+�.>,.
Street Setback: In ` ft. 2nd Floor: Si Z sf. (Circle Y or N)
1st Side Setback: 51 ft. . 3rd Floor: fd sf.
2nd Side Setback: 511 ft. Basement: e sf. Shoreline/Wetlands Y (N )
Rear Setback: 9'Z ft. Occ. Group: E-R/ Water on/Adj. to Property Y ( N )
Use Zone: R-3 Carport Area: 71 sf. Soils Report Y ( N )
Type of Construction: 15-14 Garage Area: 486 sf. Sensitive Area Y (N )
Lot Area: '7165 sf. No. of Stories: 2 sf. Latecomers Agreement Y (N )
No. of Dwellings: 1G� Building Height: 619 ` sf. Fire Hydrant(250 FT) (Y ) N
Lot Coverage: t, 28C6 Igo Deck Area: /7O sf. Variance Y (N )
1st Floor I°j 40 sf Covenant Y (N )
Project Valuation (Labor and Material Cost): 2), DO 0 ca ,COO Goatky
a7100-D
TIIIS APPLICATION IS RECEIVED BY THE BUILDING OFFICIAL UNDER THE PROVISIONS OF THE UNIFORM BUILDING CODE, AND SHALL EXPIRE
BY LIMITATION AND BECOME NULL AND VOID IF PERMIT IS NOT OBTAINED WITHIN 180 DAYS OF THIS APPLICATION. BY AFFIXING my,
SIGNATURE I HEREBY CERTIFY THAT I AM THE LEGAL OWNER OF THE PROPERTY FOR WHICH I THIS APPLICATION IS ISSUED OR AN r,..Y"
AUTHORIZED AGENT OF THE OWNER ALL PROVISIONS OF LAWS AND ORDINANCES GOVERNING THIS TYPE OF WORK WILkSN 6l1IED WITH
WHETHER SPECIFIED HEREIN OR NOT,INCLUDING CALLS FOR INSPECTIONS. We' C:OCSI
SIGNATURE: DATE: \fis
4\.
fr_o-1/7
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SITE ADDRESS: 02 90 / v2 1'4 ST* ASSESSOR'S NO .:
LOT: BLOCK: c Q5 ADDITION:
va Cce' u f pa rt- c o P 8 Y /tle ef ion"0
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Name: HOMESTEAD NORTHWEST, INC. Name: - SAME AS OWNER -
Mailing Address: P.O. BOX 409 Mailing Address:
City: LYNDEN State: WA Zip: 98264 City: State: Zip: •
Phone No.: (360)354-3366 Phone No.:
Contractors License No.: HOMESNI088CF
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NO: Type of Fixture NO: Type of Equipment
3 Water Closet 1.5 GPF 0 Air Cond. Unit HP
2 Bathtub O Refrigeration Unit HP
�j Shower 2.5 GPM O Boiler BTu/HP
• Dishwasher 2.5 GPM / Forced Air System aTu
3 Lavatory 2.5 GPM 0 Floor Furnace
/ Kitchen Sink 2 5 GPM G Wall Heater
/ Clothes Washer / Clothes Dryer
0 Urinal 1.0 GPM 4' Ventilation Fan
O Drinking Fountain / Range Hood
O Floor Sink or Drain O Air Handling Unit CFM
C) Slop Sink • 0 Pre-Mani Stove or Fireplace •
/ Water Piping U Gas Fireplace
/ Hose Bibs / Gas Water Heater
O Back Flow Prevention Device / Gas Piping
d Other(Describe) a Other(Describe)
GAS: ELEC: OTHER:
THIS APPLICATION IS RECEIVED BY TIIE BUILDING DEPARTMENT UNDER THE PROVISIONS OF THE UNIFORM PLUMBING AND MECHANICAL
CODES AND SHALL EXPIRE BY LIMITATION AND BECOME NULL AND VOID IF PERMIT IS NOT OBTAINED WITHIN 180 DAYS OF,Te111S1
APPLICATION. BY AFFIXING MY SIGNATURE I HEREBY CERTIFY TIIAT I AM TIIE LEGAL OWNER OF TIIE PROPERTY�F�Qy II THIS
APPLICATION IS ISSUED OR AN AUTHORIZED AGENT OF TIIE OWNER. ALL PROVISIONS OF LAWS AND ORDINANCE GOVERNING T%r:4.1JYPIi OF
WORK WILL BE COMPLETED WITH, WHETHER SPECIFIED IIEREIN OR NOT, INCLUDING CALLS FOR INSPECTION. •1
:mot R1°
SIGNATURE: DATE: C q
D. L. Sorenson Construction, Inc. ,
P.O. Box 388 • Everson,WA 98247 • (206) 966-2628
Employee th.
Name c7 qn I f 2 ST— # Loads hauled
h
Date y" 1 - 1-7 What material
MY EQUIP. JOB ADDRESS AND DETAILS
HOURS HOURS
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TOTAL HOURS FOR DAY
24th STREET— . - -' - - . - - — — . — BTCRIrr
DRAN. r - . - -
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CYPRESS ° • N09` '3•E - / -I •
:: RIDGE ::
g IDEWALK
SITE PLAN P.�/ I DEPENPROVIDENT)
FENCE
P 1S OE AT R FEN ER
]]'-T DERbdi]
SCALE 1"=10'-0" / - y 1
/ ID \/
BLOCKS 216.211, 225.8llA, 356,CITYMAPCF OF 6VACLRTEB, ���iii3III `pI
ACCORDING4TH TO THE RAT THEREOF RECORDED N vOLIME 2 OF PLATS. /' Z _u
PAGES A TNRNGH 1,RECORDS CF SKAGIT CaNTY,W49HMGTON p /
----
BLOCK 225 ORIGINAL ANACC TES ADD. F IA
W I --
i'
vYAIED'B•AFORE ABYITRG LOT b OF BLOCK Y15. X I ROOF(FTG.LINE q
AND LOT 1 OF IXLOC]56. E/ TO STOW GRAM
x I
JEFFERSON KK
71. 0
6
LOT 4848 A, b.p E
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TYPICAL DRAIN SECTION
I— 9- - - — - -I
O
PAVEDORIvEWAY Maine
RECEIVED / DYSTN L
4500' Obi!
SCALE
lAsr Ginty,
FEB •
M10D' N 53"54'Sp• / \ -----® 1•.b'.p•
B0 5 1997 j.\ I GRAVEL CLAW ACCESS �'�
ENGINEERING SHEET
ALLET(pawed)
OF
c\I3dwg\CYPRESS\SITE\1t48 12-18-96 8'34,15 an EST /
CITY OF ANACORTES BUILDING DEPARTMENT.' , , : .
RESIDENTIAL CHECKLIST
(This form is to be completed prior to issuing the building permit)
Site Address: `i0 V a t 1 Date: 3"- I u _ S 1
Owner: env r---- s kw d
Assessors No. ' Lot -k 8' Block Addition Cry,p.u.,3o -A„'-r-9 e *
OK NA OK NA
La 0 Fire Department Access l 0 Fire Hydrant Located within 250 feet
El 0 Fire Flow Required 0 )1 Covenant Not to Oppose Future LID
o a Water Extension 0 g Sewer Extension
❑ LL General Road Improvements 0 3 Shoreline or Wetlands
CI 0 Drainage Plan Approved S 0 Site Plan
❑ EI Variance Required 0 'RI Covenant Approval
❑ Q Plat Facts and Findings Compliance 0 M Regulated Slopes
E E Fill on Site Q- ❑ Survey in File
Further Comments I
sc\`s--A,, . .-lc\ ?' \ \-'3r
`c, z 1 y -J ae °'try
� .
Plans Examiner: �� Date: — Cl �
(Signature)
1
Geo\Test COMPLETE ENGINEERING GEOLOGY 0 MATERIALS TESTING&INSPECTION SERVICES
SERVICES, INC. 741 MARINE DRIVE-BELLINGHAM,WA 98225 O (360)733-7318 o FAX(360)733-7418
FIELD DENSITY/MOISTURE TEST REPORT • SOILS
ASTM D2922
PROJECT: Cypress Ridge JOB#: T6090A
ADDRESS: Anacortes, WA REPORT* S16
CLIENT: Homestead Northwest TEST DATE: 3-18-97
CONTRACTOR: Client PAGE#: 1 of 1
,3y0 ( t, N INSPECTOR: JM
COMPACTION OF : Lot 27 and lot 48 building pads.
23\q 1')•rtc
Field Data:
TEST LOCATION' t DEPTFff iiii FIELD ' -IN-PLACE LAB::- - COMPA4TICN ttoMPACTION
.. *{:: _ - .- - _ ELEV. MOISTURE 13ENStlir ,SAMPLE* . /: _ .: - Yr - ...
,
1 Lot 27 Center of Garage SG 7.9 129.8 735 93 95
2 Lot 27 West End Center SG 7.2 127.3 735 91 95
3 Lot 27 Center of Living Area SG 7.1 125.8 735 90 95
4 Lot 27 Northeast Corner SG 6.8 129.6 735 93 95
5 Lot 48 Center of Garage SG 8.2 125.6 735 97 95
6 Lot 48 West End Center SG 6.4 128.1 735 92 95
7 Lot 48 Center of Living Area SG 6.9 126.7 735 91 95
Lab Moisture-Density Data:
Lab Soil Max.Dry Optimum Retained M-D '
Sample Type Source Density Moisture on#4 Test Method
# {pa) t%) 1%)
735 Gravelly Sand Associated Pit 140.0 5.0 58 ASTM D1557C
Comments: A sample was taken to determine moisture density analysis.
Copies: Homestead Northwest
City of Anacortes Submitted By_a Smock r RT.
Grant Richardson
Materials Testing Manager I
Warm OM This report shall not be reproduced except in full,without the wntten approval of GealTest Semces,Inc.
The above test results relate only to the sample(or location)tested
CeoWTe ld COMPLETE ENGINEERING GEOLOGY o MATERIALS TESTING&INSPECTION SERVICES
SERVICES, INC. 741 MARINE NNE- BELLINGHAM, WA 98225 ci (360)733-7318 o FAX(360)733-7418
FIELD DENSITY/MOISTURE TEST REPORT • SOILS
ASTM D2922
PROJECT: Cypress Ridge JOB#: T6090A
ADDRESS: Anacortes, WA REPORT#: S17
CLIENT: Homestead Northwest TEST DATE: 3-21-97
CONTRACTOR: Client PAGE#: 1 of 1
INSPECTOR: DW
COMPACTION OF : Lot 27 and lot 48 building pads.
Field Data:
TES1'T LOCATION DEPTIit FIELD IN-PLACE - LAB:i _.COLAPAGTION-:.` CO M 'ACTION
'- _ - : :- -ELEY. MOISTURE---DENS}TTY -SAMPLE - ::44- - 'A
(ft.) : (%)'. (paf)"° It ATTAINED REQUIRED
1 Lot#48 Retest of North Footing GR 5.5 132.5 647 95 95
2 Lot#48 Retest of West Footing GR 5.9 133.0 647 95 95
3 Lot#48 Retest of East Footing GR 5.6 133.1 647 95 95
4 Lot#48 Retest of South Footing GR 6.6 132.4 647 95 95
5 Lot#27 Retest of North Footing GR 5.6 132.8 647 95 95
6 Lot#27 Retest of West Footing GR 6.1 134.1 647 96 95
7 Lot#27 Retest of East Footing GR 5.0 133.4 647 95 95
8 Lot#27 Retest of South Footing GR 5.2 133.7 647 96 95
Lab Moisture-Density Data:
Lab Soil Max.Dry Optimum Retained M-D
Sample Type Source Density Moisture on#4 Test Method
# - (Pct) (%) (°b) I'
647 Sandy Gravel Lakeside Pit 140.0 6.0 57 ASTM D1557C
Comments: test's results today were at or above 95% compaction.
Copies: Homestead Northwest
City of Anacortes Submitted By "Po,«, J&ii oler fat
4Grant Richardson
Ma erials Testing Manager
amooey This report shall not be reproduced except In full,without the written approval of Geotest Services,Inc
The above test results relate only to the sample(or location)tested
1
flGeoTest COMPLETE ENGINEERING GEOLOGY a MATERIALS TESTING&INSPECTION SERVICES
SERVICES, INC. 741 MARINE DRIVE-BELUNGHAM,WA 9822s a (360)733-7318 a FAX(360)733-7418 I
i
TEST REPORT 1
MOISTURE-DENSITY RELATIONS ❑ SOILS
PROJECT: Cypress Ridge JOB NO: T6090A
ADDRESS: Anacortes, WA REPORT NO: S18
CLIENT: Homestead Northwest TEST DATE: 3-18-97
CONTRACTOR: Client PAGE NO: 1 of 1
SAMPLE SOURCE: Associated Sand & Gravel Annacortes SAMPLE DATE: 3-17-97
SAMPLE LOCATION: Site- Lot#27 0 SAMPLED BY: Client
LABSAMPLE SOIL USCS PLUS PLUS TEST MAXIMUM ' OPTIMUM
NO. TYPE _SYMBOL 3/4"% #4% METHOD. DRY DENSITY MOISTURE
735 Sandy Gravel GW 58 7 ASTMD1557C 140.0 pcf 5.0%
MOISTURE-DENSITY CURVE SIEVE ANALYSIS
155 I l y i i i t ! SIEVE PASSING SPEC. I
! i o e
i SIZE /e
I
I
1 ;
150 ! j I i I 2" 100
I \ I J 1-1/4" 100 1
F: I ! ! `I. i 3/4" • 93
u. 5/8" 88 1
\ Saturation f
V I 1 ! \ burvb I I 3/8" 71
145 i I I 1 \ I I #4 42
a i i t \ ! I
1 1 I \
c l i 1 \I
z I1 I ! \ III ;
O 140 I \ 1 1
a 1 I I I \
1 ! 1 1 ! ' \ i
H ! I I 1 ! '}
G 135 I \
! ! I IN I Dry Sieve: ASTM C136 i'
Y 1 1 I ? 11 IA. Wet Sieve: ASTMC117
c 11 ( II ! II !
1 I1I ,
130 11 I ' ' ' 1 I ! I 1 I Spenificatinn•
1 1 1 1 i I I I
Ili
! I l
1 1 i 1 I I I
125 ' ' 1 ! ! ! I I 1 .i ! 1 1 I t
0 2 4 6 8 10 12 t
MOISTURE CONTENT 0 PERCENT OF DRY WEIGHT #- i
Comments: t
)
Copies: Homestead Northwest
Submitted By:
G ant Richardson
Materials Testing Manager
This report shall not be reproduced except in full,without the written approval of Geo\Test Services,Inc.
The above test resole relate only to the sample(or location)tested. {
i