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ONEAL SPECIAL INSPECTIONSoEorrECH CONSULTANTS, INC. Donald O'Neal 19020 - 33,d Avenue West, Suite 390 Lynnwood, WA 98036 via email: donald.oneal@onealbrokawprg.com Subject: Slope Setback Clarification Proposed Single -Family Residence 15712 — 72nd Avenue West Edmonds, Washington Dear Mr. O'Neal: 2401 loth Ave E Seattle, Washington 98102 (425) 747-5618 FAX (425) 747-8561 J N 17006 ' May 15, 2018 Our firm previously prepared a study for this project dated January 18, 2017, a "Geotechnical Hazard Identification/Declaration and Mitigation Statement of Risk" Letter dated May 4, 2017, a letter regarding proposed rockeries and a pool dated July 18, 2017, and lastly a review letter for the project dated November 21, 2017. This letter is to provide clarification of regarding buffer and building setbacks from the steep slope that is on the western side of the .property. In our earlier documents, and as shown on the permitted project plans by LDC, we recommended a 25- foot buffer from the western slope. With the exception of the removal of a few unsuitable trees, this buffer will indeed not be disturbed. We also recommended a 45-foot building setback; this is also shown in the project plans. However, there seems to be some confusion that we have recommended the 45- foot building setback also be a no -disturbance (buffer -like) setback. This is not the case. As is shown on the permitted plans, and as we have approved in our November 21 plan review letter, the residence foundation structure will be at or outside of the 45-foot building setback, but some of the upper portion of the residence is inside of the 45-foot building setback; the upper portion cantilevers over the foundation but does not touch the ground. Our firm always knew that, and was comfortable with having, ground disturbance so that the cantilevered portion could be constructed. It was never our intention of having the 45-foot building setback as a no -disturbance zone; that is what the 25-foot buffer is intended for. We trust that this report meets your immediate needs for the proposed development. If there are any questions regarding this letter, or if we can be of further service, please contact us. Respectfully submitted, GEOTECH CONSULTANTS, INC. D. Robert Ward, P.E. Principal DRW:kg 05/15/18 & ASSOCIATES, INC. GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING & INSPECTION June 13, 2018 Mr. John Murphy (E-Mail) MURPHY BUILDING COMPANY, INC. 6203 202nd Street SW Lynnwood, WA 98036 RECEIVE® JUN 1 8 2018 -89?�9q is?'91 RE: COMPRESSIVE STRENGTH TEST RESULTS O'Neal SFR 15716 72nd Avenue W Edmonds, Washington KA No. 096-18208 Permit: BLD2017-0629 Dear Mr. Murphy, Enclosed are copies of the compressive strength test results for the above referenced project. If you have any questions, or if we can be of further assistance, please do not hesitate to contact our office. Respectfully submitted, KRAZAN & ASSOCIATES, INC. W, V�L (-. Corbett W. Mercer Project Manager/Lab Manager Pacific Northwest Division C WM/lkj CC: CITY OF EDMONDS 4303 198th Street SW, Lynnwood, Washington 98036 • (425) 485-5519 • FAX (425) 485-6837 With Offices Serving the Western United States 09618208 BRK doc aMazan&Associates, Inc. Geotechnical Engineering • Environmental Engineering Construction Testing and Inspection DATE: 5/31 /2018 PROJECT #: 09618208 PROJECT: O'Neal SFR LOCATION: 15716 72nd Ave W KA P.M.: Corbett Mercer Field Data Concrete: X Other: CONCRETE REPORT NO.: 0961920SCRO53118-JT -1 CONTRACTOR: Murphy Building PERMIT #: BLD2017-0629 INSPECTOR: Joseph Taylor JURISDICTION: Edmonds WEATHER: Cloudy TEMP: 55 ° Supplier: Cadman Plant N..1 33 Site Mix: Slump Mix Air Unit Time Truck # Ticket # % Air Inch Temp(F) Temp fl Weight 7:50 1 436 1 504860 1 N/a 1 7.75 1 66 ° 1 55 ° I NT Location: Placement Area Piles 12 and 14, half of 15 Remarks: Pumped, gal of glen. Added onsite Please Refer To Field Repot Number Inspector: I Joseph Taylor Reported Batch DATA Cement Type Design Actual Mix No. P3PMP806 cem i.bs. 400 399 F Ash It,. 200 199 C Agg Lbs #8 1629 1613.9 C Agg Liss C Agg Lbs Sand lbs 1481 1481.5 wfneh 290 277.6 Air Ent. ( Oz / cwt } Water Added On Job Site (Gels.) 15 Field Test ASTM Method C172 C143 C138 C1064 C231 C31 Other Laboratory Data Design Strength: f 3,000 @ 28 days 1 Date Specimens Rec'd: 1 611/2018 Cyl. Code Test Date Field Cure Age Dia. Area wt. # Max Load Comp. Strength Set # Tested By Brk Typ Test Method ASTM C39 63023-1 6/7/18 7 4.00 12.57 36590 2910 1 CD 2 ASTM C109 63023-2 6/28/18 28 ASTM C617 ASTM C1231 63023-3 6/28/18 128 1 63023A 6/28/18 28 ASTM C1019 63023-5 H OTHER Test Results Remarks: Results Reviewed By: ,�� Date: Codes for Break Types: ht 1 I � ''A '� i ! 2 3 I 4 �j �I � 5 l 6 Offices Serving The Western United States Concrete Report Effective 02122/2018 Lynnwood (425) 485-5519 • Poulsbo (360) 598-2126 • Tacoma (253) 939-2500 The Informeton pmvldad on Ihla rep rl Is prepared for tie exduslve use ofthe client, and may nd be reproduced In any formatvhthnAtrevrtillan pennlaalm Doha clienl and Krezen&Assocleles Thla report Indkdaa our Inapedor'sobservafwn and Wing result base on H. cond'N'ons and oodrectar a dlvilias Tht Informelion is aubiwi to review pdor to final eubmHtl By algning Ihls epod, our Inepaclor does nd accept raawsH,llily for Mid ly of reauHe The same Infarmatbn has been pmvted by dhare on ate GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING & INSPECTION June 20, 2018 Mr. John Murphy (E-Mail) Murphy Building Company, Inc. 6203 202"d Street SW Lynnwood, WA 98036 RE: SOILS LABORATORY TESTING O'Neal SFR 15716 72"d Avenue W. Edmonds, Washington Dear Mr. Murphy, KA No. 096-18208 Permit: BLD2017-0629 Lab Report No. 1 Pagel of 3 JUIV 2 7 26, 1 VQfNE&%V6 r'1 „8 In accordance with your request and authorization, we have performed laboratory tests for the above referenced project. Laboratory testing was performed in accordance with ASTM standards. Attached are the results of the Proctor Value with Natural Moisture Content and Sieve Analysis for sample number 63194 dated June 13, 2018 as performed in the Krazan and Associates laboratory. If you have any questions; or if we can be of further assistance, please do not hesitate to contact our office. Respectfully submitted, KRAZAN & ASSOCIATES, INC. Corbett W.C_�t Project Manager/Lab Manager Pacific Northwest Division CWWlkj CC: CITY OF EDMONDS 4303 198" Street SW, Lynnwood, Washington 98036 • (425) 485-5519 • FAX (425) 485-6837 With Offices Serving the Western United States 09618208 LABOI doc W w Z LL I— Z w U Q: w 100 90 80 70 60 50 40 30 20 10 n �pq1011111111111111111111 % Fines Clay MEN" =im�Effll NINE Test Results (ASTM C-136 & ASTM C-117) Opening Percent Spec." Pass? Size Finer (Percent) (X=Fail) 2 100.0 1 91.5 .75 88.4 .5 81.5 .375 77.3 .25 70.9 #4 67.3 #10 56.7 #20 49.6 #40 41.4 #60 30.4 #100 20.9 #200 11.6 Material Description Brown poorly graded sand with silt and gravel. Atterberg Limits (ASTM D 4318) PL= NP LL= NV PI= Classification USCS (D 2487)= SP-SM AASHTO (M 145)= A-1-b Coefficients_ D90= 21.7503 D85= 15.4828 D60= 2.6637 D50= 0.8937 D30= 0.2448 D15= 0.0988 D10= Cu= Cc= Remarks As -Received Moisture Content (ASTM D-2216): 7.4% Date Received: 6/13/18 Date Tested: 6/15/18 Tested By: Ross Goff Checked By: Corbett Mercer Title: Lab Manager (no specitication proviaea) Location. Overflow Basin Structure Date Sampled: 6/13/18 Sample Number: 63194 Client: Murphy Building Company, Inc. *QKruzwi Project: ONeal SFR Project No: 09618208 • - A • ' • • • ■■■■■■■■■■a ■■■■■■■■■■■■■■■■■■ ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ .■■■■... C■■■��■�CI C=.... - .C................■■■■.■■■■■■■■ 1MMNNMMMMaMMMMMMW9MMMMMMMMMMM■ ■■■■■■■■■■■■■■■■■■■..■■■■■■■.. ■■■■■■■■■■■■■■■■■■■■■..■■■■■■■ ■■■■■■■■■■■■■■■■■■■■■■■■■■■.■■ ■■■■■■■■■■■■■■■■■■■■■■■■■■..�.. ■■■■■■■■■■■■■ ■■■■■■■C■■■■■■.■ ■■■■■■■■■■■■■0■■■■■ ■■■■■■■... ■■■■■■■■■■■■■ ■■■■■■■■■■■■■■. :■■■■■■■■■■■■■■■■■■■M■■■■■■■■■■, Classification ROCK CORRECTED UNCORRECTED . .. �, ., Brown graded. with silt and Project:Pro ... 0 Location: Overflow Basin Structure Sample Number: 63194 .,,319 , Date: . Tested By: Ross Goff Checked By: Corbett Mercer .KraZan & ASSOCIATES, INC. GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING 1�'W CONSTRUCTION TESTING & INSPECTION June 20, 2018 KA No. 096-18208 Permit: BLD2017-0629 Mr. John Murphy (E-Mail)3�t1�.�i� �� a ►�f�l,aC"� MURPHY BUILDING COMPANY, INC. 6203 202nd Street SW Lynnwood, WA 98036 RE: CONSTRUCTION TESTING AND INSPECTION O'Neal SFR 15716 72nd Avenue W Edmonds, Washington Dear Mr. Murphy, In accordance with your request and authorization, our firm performed construction testing and inspection for the above -referenced project. The sampling and testing was performed by our inspectors and reports are included. If you have any questions, or if we can be of further assistance, please do not hesitate to contact our office. Respectfully submitted, 7AN & ASSOCIATES, INC. rbett W. ercer Project Manager/Lab Manager Pacific Northwest Division C WNVlkj CC: CITY OF EDMONDS 4303 1981" Street SW, Lynnwood, Washington 98036 • (425) 485-5519 ■ FAX (425) 485-6837 With Offices Serving the Western United States 09618208 DFR.doc =-- __.KraZan &ASSOCIATES GEOTECHNICAL ENGINEERING ■ ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING & INSPECTION FORENSIC INVESTIGATION FIELD REPORT Report No.: 18208DFRO61318-NG Date: June 13, 2018 Contractor: Murphy Bldg. Company, Inc/ AAA: Torset Excavating Project No.: 09618208 Permit No.: BLD 2017-0629 Project: O'Neal SFR Inspector: Niccolo Guiao Project Location: 15716 721d Ave W Jurisdiction: City of Edmonds Krazan PM: JM Weather: Cloudy/ Temp: 60's Showers A Krazan representative visited the project site today for soils compaction testing only. We visited the project site on two separate occasions. Morning Visit Upon our arrival, we met John and Terry with MBCI, and Danny with AAA: TE. We were informed by the earthwork contractor, AAA: TE that the placement of the overflow basin structure and backfill compaction of its surrounding will happen later around noon. Soils have been excavated for the planned overflow basin structure. The bottom and sides of the excavation generally consisted of sand with silt and silty sand with gravel respectively. The sides of the excavation was benched for worker's safety. Afternoon Visit Upon our arrival, the earthwork contractor has completed the excavation for the placement of the overflow basin structure. A 6-in thick crushed gravel base was placed as leveling pad. The crushed gravel base was compacted using a jumping jack. The underlying soils and crushed gravel base were probed about 1-in to 2-in under moderate pressure using a '/z-in diameter steel T-probe rod. During our visit, we observed the earthwork contractor place the bottom half of the overflow basin structure and backfill its surrounding area using the on -site silty sand with gravel. We performed two (2) compaction tests and compaction results are pending upon obtaining the laboratory results per ASTM D1557 (modified proctor) of the sampled soils today. It should be noted that obtained compaction readings were typical compaction readings to meet or exceed the 95% compaction requirement. Please refer to soils compaction report no. 18208SCRO61318-NG for compaction results. Site Pictures To the best of my knowledge, the above WAS performed in general accordance to the approved plans and project specifications. ician: Niccolo Guiao 4303 —19811 Street SW - Lynnwood, Washington 98036 - (425) 485-5519 - FAX (425) 485-6837 With Offices Serving the Western United States COMPACTION udKraj�M &Associates, Inc. REPORT NO.: 09618208SCRO61318-NG Geotechnical Engineering . Environmental Engineering Construction Testing and Inspection DATE: 6/13/2018 CONTRACTOR: Murphy BC, Inc./AAA:Torset Exc. PROJECT M 09618208 PERMIT #: BLD 2017-0629 PROJECT: O'Neal SFR INSPECTOR: Niccolo Guiao LOCATION: 15716 72nd Ave W JURISDICTION: City of Edmonds KA P.M.: JM WEATHER: Cloudy/ Showers TEMP: 60's NUCLEAR DENSOMETER SANDCONE Fv-/1 ASTM D6938 F ASTM D1556 ❑ OTHER LOCATION MAP 0 Paved Areas: a Building Pad(s) : Q Utility: Overflow Basin Structure Backfill 0 Other Curve Unified Soils Classification or Description Maximum Dry Density / Rice Optimum Moisture A Brown poorly graded sand with silt and gravel 136.1 5.5% TEST ELEVATION LOCATION CURVE MODE & DEPTH DENSITY (PCF) MOISTURE COMPACTION REQUIRED COMPACTION 1 207' Overflow Basin Structure A 12 129.8 9.6% 95% 95% 2 210' Overflow Basin Structure A 12 130.1 9.8% 96% 95% EQUIPMENT NO.: B-230 (Troxler 343()) DAILY AVERAGE STANDARD DENSITY COUNT: 2186 DAILY AVERAGE STAND MOISTURE COUNT: 721 Reviewed By: This testing does not preclude the possibility that the soil or hot mix asphalt may be loosened by future construction or rainfall events. The compaction tests were performed at the approximate locations and elevations shown, and indicate relative compaction at those locations. Horizontal and vertical limits of the compacted areas were determined by others Our firm does not guarantee earthwork or paving construction, nor does our work relieve the contractor's responsibility to conform to the approved project plans and specificatlons. To the best of my knowledge, the ab ve WAS performed in accordance with the approved plans, specifications and regulatory requirements. REMARKS: 5uperrntenaenvKepresentative: l echnician: Offices Serving the Western United States Compaction Report Effective 10/3/2017 Lynnwood (425) 485-5519 • Poulsbo (360) 598-2126 • Tacoma (253) 939-2500 The information provided on This report is prepared for the exclusive use of the client This report may not be reproduced in any format without the written permission of the client and Krazan & Associates This report indicates our inspectors observation and testing results based on site conditions and contractor activifies This information is subject to review prior to final subminal By signing this report, our inspector does not accept responsibility rorvalidity orresults The same information has been provided by others on site Page 1 of 1 Page IofI QKra=& Ass oci ate s, Inc. Geotechnical Engineering . Environmental Engineering Construction Testing and Inspection Field Report NO.: 09618208DFR6142018EL DATE: 6/14/2018 Set Count: CONTRACTOR: Murphey PROJECT #: 09618208 PERMIT #: BLD2017-0629 PROJECT: O Neal SFR INSPECTOR: Edan Lewis LOCATION: 15716 - 721d Ave W JURISDICTION: Edmonds KA P.M.: Corbett WEATHER: Sunny TEMP: 60 Krazan Representative visited the project site today to inspect and perform testing of soil compaction using the nuclear gauge. Upon arrival contractor had installed new catch basin. Contractor placed approximately 4 ft of native soil on top of what was left on the previous day(6/13/2018). Contractor compacted the soils using a jumping jack to a firm and unyielding condition. Performed 1 compaction test for the soils around the catch basin and compaction results appeared to meet the minimum 95% compaction required. Please refer to soils compaction report number 09618208SCR6142018-EL for compaction results and approximate testing locations. Please note that compaction results are pending laboratory testing. 4 a Reviewed By: ASTM Test #: Asset Number(s): To the best of my knowledge the above WAS performed in accordance with the approved plans, specifications and regulatory requirements. Superintendent/Representative: Technician: Ile - Offices Serving the Western United States Lynnwood (425) 485-5519 • Poulsbo (360) 598-2126 • Tacoma (253) 939-2500 The information provided on this report is prepared for the mcclusive use of the client. This report may not be reproduced in any format without the written permission of the client and Kramn & Associates. This report indicates our inspectors observation and tasting results based on site conditions and contractor activities. This information is subject to review prim to final submittal. By signing this report, our inspector does not accept responsibility for validity of results. The same information has been provided by others on sits OjKmzan& A. so ci ate s.Inc. Geotechnical Engineering • Environmental Engineering Construction Testing and Inspection DATE: 1 /4/2018 PROJECT #: 09618208 PROJECT: Oneal SFR LOCATION: 15716 72nd Ave W KA P.M.: Jm COMPACTION REPORT NO.: 18208SCRO10418-EL CONTRACTOR: Murphey _ PERMIT #: Bldg 20170629 _ INSPECTOR: Edan Lewis JURISDICTION: Edmonds WEATHER: Cloud TEMP: 41 NUCLEAR SANDCONE ASTM D6938ENSOMETER FIASTM D115 6 F-1 OTHER LOCATION MAP C+ Paved Areas : O Building Pad(s) : O Utility: 0 Other Water/Storm Curve Unified Soils Classification or Description Maximum Dry Density / Rice optimum Moisture A Brown poorly graded sand with silt and gravel 136.1 5.5% TEST ELEVATION LOCATION CURVE MODE & DEPTH DENSITY (PCF) MOISTURE COMPACTION REQUIRED COMPACTION 1 subgrade Newly installed catch basin A 6" 133.8 8.5% 98% 95% EQUIPMENT NO.: 232 DAILY AVERAGE STANDARD DENSITY COUNT: 1934 DAILY AVERAGE STAND MOISTURE COUNT: 668 Reviewed By: This testing does not preclude the possibility that the soil or hot mix asphalt may be loosened by future construction or rainfall events The compaction tests were performed at the approximate locations and elevations shown, and indicate relative compaction at those locations. Horizontal and vertical limits of the compacted areas were determined by others. Our firm does not guarantee earthwork or paving construction, nor does our work relieve the contractor's responsibility to conform to the approved project plans and specifications. To the best of my knowledge, the above WAS performed in accordance with the approved plans, specifications and regulatory requirements. REMARKS Superintendent/Representative: Technician: Offices Serving the Western United States Compaction Report Effective 9/26/2017 Lynnwood (425) 485-5519 • Poulsbo (360) 598-2126 • Tacoma (253) 939-2500 The information provided on this report is prepared for the exclusive use ofthe client This report may not be reproduced in my formal without the written permission oflhe client and Krum &Associates This report indicalesour inspectors observation and testing results based on site conditionsandcomrectoractivilies This information is subject to review prior to final submittal By signing this report, our inspector does not accept responsibility for validity ofresuhs The same information has been provided by others on site Page 1 of 1 or K =--= & ASSOCIATES, INC. GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING & INSPECTION July 11, 2018 KA No. 096-18208 ECEM" D Permit: BLD2017-0629 JUL 19 2918 Mr. John Murphy (E-Mail) P` C""� MURPHY BUILDING COMPANY, INC. 6203 202"d Street SW Lynnwood, WA 98036 RE: CONSTRUCTION TESTING AND INSPECTION O'Neal SFR 15716 72"d Avenue W Edmonds, Washington Dear Mr. Murphy, In accordance with your request and authorization, our firm performed construction testing and inspection for the above -referenced project. The sampling and testing was performed by our inspectors and reports are included. If you have any questions, or if we can be of further assistance, please do not hesitate to contact our office. Respectfully submitted, ZAN &ASSOCIATES, INC. Corbett W. Mercer Project Manager/Lab Manager Pacific Northwest Division CC: CITY OF EDMONDS 4303 198" Street SW, Lynnwood, Washington 98036 • (425) 485-5519 • FAX (425) 485-6837 Willi Offices Serving the Western United States 09618208 DFR doc Page 1 of 1 %dKmzan&Associates,Inc. Geotechnical Engineering e Environmental Engineering Construction Testing and Inspection Field Report NO.: 09618208DFR762018EL DATE: 7/6/2018 Set Count: CONTRACTOR: Murphy PROJECT #: 09618208 PERMIT #: BLD2017-0629 PROJECT: ONeal INSPECTOR: Edan Lewis LOCATION: 15716 72na Ave W JURISDICTION: Edmonds KA P.M.: JM WEATHER: Simay TENT: 71' F Representative arrived on site as scheduled for reinforcing steel placement. Reinforcing steel inspected today covered foundation footings located around the entire building and footings supporting the structural slab located near the 41X aqua trainer pool. Appeared to conform to plans and specs on plan pages: G1, A3, S1 and S2 (details 9/S2, 10/S2, 11/S2, 12/S2 and 5/SI). Please note that the city inspector wants the retaining wall footing located near the northwest section of the garage to be changed to a larger footing to support a 6 ft wall. Reviewed B ASTM Test #: I I Asset Numbers To the best of my knowledge, the above WAS performed in accordance with the approved plans, specifications and regulatory requirements. Superintendent/Representative: Technician: j -- Offices Serving the Western United States Lynnwood (425) 485-5519 - Poulsbo (360) 598-2126 - Tacoma (253) 939-2500 The information provided on this report is prepared for the amlusive use of the client This report may not be reproduced in any format without the written permission of the client and Kra:an & Associates. This report indicates our inspectors observation and testing results based on site conditions and contractor activities. Tbk Wbnmgtion isaubjoa temkw priprlo fiat[ submittal. By signing this report, our inspector dos not accept responsibility for validity ofresuls. The samelafannalioa has lrt0lprtxidt6 by dtiYviMsite. Page 1 of 1 � K&Associates,lnc. Geotechnical Engineering . Environmental Engineering Construction Testing and Inspection DATE: 7/9/2018 Field Report NO.: 09618208DFR792018JA Set Count: CONTRACTOR: MURPHY PROJECT #: 09618208 PERMIT #: BLD2017-0629 PROJECT: O'neal SFR INSPECTOR: Joseph Aranas LOCATION: 15716 72n' Ave.W JURISDICTION: City of Edmonds KAP.M.: Jeff Mercer WEATHER: Partly Cloud TEMP:70 Krazan & Associates, Inc. Arrive on site as requested to perform concrete pour observation and sampling. Footing Foundation Contractor poured a total of 48 CY of concrete (MILES SAND & GRAVEL) using approve mix design 01550P having a minimum compressive strength design 3000 psi @ 28 days 1 set of Five 4x8 were cast for compressive strength testing. Test results are available on concrete 18208CR792018JA. Note: The Contractor push back the pour to 2 pm and they start pour by 2:40 pm. Reviewed By: ASTM Test #: Asset Number(s): To the best of my knowledge, the above WAS performed in accordance with the approved plans, specifications and regulatory requirements. Superintendent/Representative: Technician: Offices Serving the Western United States Lynnwood (425) 485-5519 • Poulsbo (360) 598-2126 • Tacoma (253) 939-2500 the infw Lion provided on this report is prepared for the exclusive me of [he clicm- 7 hin report may not be tcplodccod in any for l w•itlioul Ore vnitren pcmt swll of the client and Kr&ean & Associates. This report indicates our inspectors observation and testing results based on site conditions and cvntrarlur activll iv. This it foraution is sub icct to HVWi prior to 6no1 �obsn Mal By signing this repent, our inspector does not accept responsibility for validity of results. The same informotion has bccn prrn•Idai by lalxrs- aim z 64�� an &ASSOCIATES, INC. GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING & INSPECTION June 6, 2018 Mr. John Murphy (E-Mail) MURPHY BUILDING COMPANY, INC. 6203 202' Street SW Lynnwood, WA 98036 RE: COMPRESSIVE STRENGTH TEST RESULTS O'Neal SFR 15716 72' Avenue W Edmonds, Washington KA No. 096-18208 Permit: BLD2017-0629 Dear Mr. Murphy, Enclosed are copies of the compressive strength test results for the above referenced project. If you have any questions, or if we can be of further assistance, please do not hesitate to contact our office. Respectfully submitted, KRAZAN & ASSOCIATES, INC. Jw Corbett W. Mercer Project Manager/Lab Manager Pacific Northwest Division CWWlkj CC: CITY OF EDNIONDS 4303 19811 Street SW, Lynnwood, Washington 98036 • (425) 485-5519 • FAX (425) 485-6837 With Offices Serving the Western United States 09618208 SRK.doc K'azari&Associates, Inc. _ Geotechnical Engineering - Environmental Engineering Construction Testing and Inspection DATE: 5/29/2018 PROJECT #: 09618208 PROJECT: O'Neal SFR LOCATION: 15716 72nd Ave W KA P.M.: Corbett Mercer Field Data Concrete: X Other: CONCRETE REPORT NO.: 09618208CRO52918-JT -1 CONTRACTOR: Murphy Building PERMIT #: BLD2017-0629 INSPECTOR: Joseph Taylor JURISDICTION: Edmonds WEATHER: Cloudy TEMP: 600 Supplier: Cadman Plant No. 33 Site Mix: Slump Mix Air Unit Time Truck # Ticket # % Air Inch Temp (F) Temp (F) Weight 11:09 1 426 1 503843 1 N/a 1 7.0 1 68 ° I 60 ° Nt Location: Placement Area Piles 1 and 3, bottom to top of foundation plan Remarks: Pumped into piles, 1 gal. glenium added onsite Please Refer To Field Repot Number: Inspector : Joseph Ta for Reported Batch DATA Cement Type I/II n Actual Mix No. 3PMP80E Cern. Lbs. 400 400 F. Ash lbs. 200 198.1 C. Agg. Lbs #8 1617 1604.9 C. Agg. Lbs C. Agg. Lbs Send lbs 1470 1468 W.terl 290 1 278.9 Air Ent. (ozl cm - Water Added On Job Site (Gals.) 13 Field Test ASTM Method C172 C143 C138 C1064 C231 C31 Other Laboratory Data Design Strength: 3,000 @ 28 days Date Specimens Rec'd: 1 5/30/2018 Cyl. Test Field Wt. Max Comp. Set Tested Brk Test Method Code Date Cure Age Dia. Area # Load Strength # By Typ ASTM C39 62994-1 6/5/18 7 4.00 12.57 -- 40870 3250 1 CD 2 ASTM C109 62994-2 6/26/18 128 ASTM C617 62994-3 6/26/18 128 ASTM C1231 62994-4 6/26/18 128, ASTM C1019 62994-5 H OTHER Test Results Remarks: Results Reviewed By: Date: l; Codes for Break Types: yV \1 I\ 1 2 3 4 5 6 Offices Serving The Western United States Concrete Report Effective 02/22/2018 Lynnwood (425) 485-5519 - Poulsbo (360) 598-2126 - Tacoma (253) 939-2500 TheInformationprovltletlonthisreportisprepared for the eWusi"use oftheclient, and my not be reproduced In MY format wahout Me written pannlsslon of the client and Kraran&Assacialee. This report InEkates our Inspe ftobsennlion andtesting results based on she condltinm antl mntrsctoractivilies. This infomWien Is subje to r,im poor b fiml submitbil. By signing this report, our Inspector does not accept responsibility for n bdity of results. The same information has been pravidMI by others on site. -= =1 aZ;an & ASSOCIATES, INC. GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING & INSPECTION June 13, 2018 Mr. John Murphy (E-Mail) MURPHY BUILDING COMPANY, INC. 6203 202°d Street SW Lynnwood, WA 98036 RE: COMPRESSIVE STRENGTH TEST RESULTS O'Neal SIR 15716 72nd Avenue W Edmonds, Washington Dear Mr. Murphy, KA No. 096-18208 Permit: BLD2017-0629 Enclosed are copies of the compressive strength test results for the above referenced project. If you have any questions, or if we can be of further assistance, please do not hesitate to contact our office. Respectfully submitted, KRAZAN & ASSOCIATES, INC. JU—A— V Corbett W. Mercer Project Manager/Lab Manager Pacific Northwest Division CWM/lkj CC: CITY OF EDMONDS 4303 19811 Street SW, Lynnwood, Washington 98036 • (425) 485-5519 • FAX (425) 485-6837 With Offices Serving the Western United States 09618208 BRK.doc --1< zari&Associates, Inc. Geotechnical Engineering • Environmental Engineering Construction Testing and Inspection DATE: 5/31 /2018 PROJECT #: 09618208 PROJECT: O'Neal SFR LOCATION: 15716 72nd Ave W KA P.M.: Corbett Mercer Field Data Concrete: x Other: CONCRETE REPORT NO.: 09618208CRO53118JT -1 CONTRACTOR: Murphy Building PERMIT #: BLD2017-0629 INSPECTOR: Joseph Taylor JURISDICTION: Edmonds WEATHER: Cloudy TEMP: 55 ° Supplier: Cadman I Plant No. 33 Site Mix: Slump Mix Air Unit Time Truck # Ticket# %Air Inch Temp (F) Temp (F) Weight 7:50 1 436 1 504860 1 N/a 1 7.75 1 66 ° 1 55 ° I NT Location: Placement Area Piles 12 and 14, half of 15 Remarks: Pumped, gal of glen. Added onsite Please Refer To Field Repot Number Inspector: I Joseph Taylor Reported Batch DATA Cement Type I/I I Design Actual Mix No. P3PMP806 Cam. Lbs. 400 399 F. Ash lbs. 200 199 C. Agg. Lbs #8 1629 1613.9 C. Agg. Lbs C. Agg. Lbs Sand lbs 1481 1481.5 Water 290 277.6 Admixture Admixture Admixture Air Ent. ( oz l cwt. ) Water Added On Job Site (Gals.) 15 Field Test ASTM Method C172 C143 C138 C1064 C231 C31 I Other Laboratory Data Design Strength: 3,000 @ 28 days Date Specimens Rec'd: 1 6/1/2018 Cyl. Code Test Date Field Cure Age Dia. Area wt. # Max Load Comp. Strength Set # Tested By Brk Typ Test Method ASTM C39 ASTM C109 ASTM C617 ASTM C1231 ASTM C1019 OTHER 63023-1 6/7/18 7 4.00 12.57 -- 36590 2910 1 CD 2 63023-2 6/28/18 28 1 63023-3 6/28/18 28 63023-4 6/28/18 28 63023-5 H Test Results Remarks: Results Reviewed By: Date: Codes for Break Types: 1 Lir, 2 3 j 4 Fj o 5 r� 6 Offices Serving The Western United States Concrete Report Effective 0212212018 Lynnwood (425) 485-5519 • Poulsbo (360) 598-2126 • Tacoma (253) 939-2500 The information provided on this report's prepared forth, excluunm useoftheclient, and may not be reproduced In any lormatwilhcutlhewmften permission of the client and Kreran 6 Associates. This report indicates cur inspec[ots dwervalion and testing result based on adeeondlions aM contracfnr adivitles. This lnfamation is subjectto renew promo final submittal. By signing this report, our Inspector does not accept responsibility for validity of results. TM sameinfarmation has been pravitled by dnes an siR. & ASSOCIATES, INC. GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING & INSPECTION June 27, 2018 Mr. John Murphy (E-Mail) MURPHY BUILDING COMPANY, INC. 6203 202nd Street SW Lynnwood, WA 98036 RE: COMPRESSIVE STRENGTH TEST RESULTS O'Neal SFR 15716 72nd Avenue W Edmonds, Washington Dear Mr. Murphy, KA No. 096-18208 Permit: BLD2017-0629 Enclosed are copies of the compressive strength test results for the above referenced project. If you have any questions, or if we can be of further assistance, please do not hesitate to contact our office. Respectfully submitted, KRAZAN & ASSOCIATES, INC. Corbett W. Mercer Project Manager/Lab Manager Pacific Northwest Division CWM/lkj CC: CITY OF EDMONDS 4303 198" Street SW, Lynnwood, Washington 98036 • (425) 485-5519 • FAX (425) 485-6837 With Offices Serving the Western United States 09619208 BRK.doc 2620-11j%XaZa n&Associates,Inc. Geotechnical Engineering • Environmental Engineering Construction Testing and Inspection DATE: 5/29/2018 PROJECT #: 09618208 PROJECT: O'Neal SFR LOCATION: 15716 72nd Ave W KA P.M.: Corbett Mercer Field Data Concrete: x Other: CONCRETE REPORT NO.: 09618208CRO52918-JT -1 CONTRACTOR: Murphy Building PERMIT #: BLD2017-0629 INSPECTOR: Joseph Taylor JURISDICTION: Edmonds WEATHER: Cloudy TEMP: 60 ° Supplier: Cadman Plant No. 1 33 Site Mix: Slump Mix Air Unit Time Truck # Ticket # % Air Inch Temp (F) Temp (F) Weight 11:09 1 426 1 503843 1 N/a 1 7.0 1 68 ° 1 60 ° 1 Nt Location Placement Area Piles 1 and 3, bottom to top of foundation plan Remarks: Pumped into piles, 1 gal. glenium added onsite Please Refer To Field Repot Number: Inspector:1 Joseph Taylor Reported Batch DATA Cement Type I/II Design Actual Mix No. Cent. Lbs. F. Ash tbs. C. Agg. Lbs C. Agg. Lbs C. Agg. Lbs Sand Ibs Water 3PMP806 400 400 200 198.1 #8 1617 1604.9 1470 1468 290 278.9 Air Ent. V ( oz / cwt.) Ifl Water Added On Job Site (Gals.) 13 Field Test ASTM Method C172 C143 H C138 C1064 C231 C31 Other Laboratory Data Design Strength: 3,000 @ 28 days Date Specimens Rec'd: 5/30/2018 Cyl. Code Test Date Field Cure Age Dia. Area Wt. # Max Load Comp. Strength Set # Tested By Brk Typ Test Method ASTM C39 ASTM C109 ASTM C617 ASTM C1231 ASTM C1019 OTHER 62994-1 6/5/18 7 4.00 12.57 -- 40870 3250 1 CD 2 62994-2 6/26/18 28 4.00 12.57 -- 68990 5490 1 CD 1 62994-3 6/26/18 128 4.00 1 12.57 -- 71350 5680 1 CD 1 62994-4 6/26/18 28 4.00 12.57 -- 70610 5620 1 CD 1 62994-5 6/26/18 28 4.00 12.57 -- 72400 5760 1 CD 2 Test Results Remarks: Conforming Results Reviewed By: Date: _ Codes for Break Types: 1 2 3 4 5 6 Offices Serving The Western United States Concrete Report Effective 02/2212018 Lynnwood (425) 485-5519 • Poulsbo (360) 598-2126 • Tacoma (253) 939-2500 The infarmmicn provided an this report is is wmd for the mlusive use of the cli,M, and may Wo ,produoed in am/ forma wtUW Ne w en ptt issue efM, Gie ,W ic, an & Assuaia@s Ttds regal uMicales our inspeclo!s obxrvation entl leslirg results basetl an sale wndNwe and eontrador aotiAitlea. This Ib1ohnatlnn Is subject to review prior 0 Mal submittal. By signing this report, our inspoetor does not aooept mponsibllily forwlidlly of resutta. The same Information has been proWkN by others on Me. qa6==KraZan & ASSOCIATES, INC. GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING & INSPECTION July 3, 2018 Mr. John Murphy (E-Mail) MURPHY BUILDING COMPANY, INC. 6203 20211d Street SW Lynnwood, WA 98036 RE: COMPRESSIVE STRENGTH TEST RESULTS O'Neal SFR 15716 72"d Avenue W Edmonds, Washington KA No. 096-18208 Permit: BLD2017-0629 Dear Mr. Murphy, Enclosed are copies of the compressive strength test results for the above referenced project. If you have any questions, or if we can be of further assistance, please do not hesitate to contact our office. Respectfully submitted, KRAZAN & ASSOCIATES, INC. �or Corbett W. Mercer Project Manager/Lab Manager Pacific Northwest Division CWM/Ikj CC: CITY OF EDMONDS 4303 198" Street SW, Lynnwood, Washington 98036 • (425) 485-5519 • FAX (425) 485-6837 With Offices Serving the Western United States 09618208 BRK.doc �=Kraz -----------an&Associates, Inc. Geotechnical Engineering • Environmental Engineering Construction Testing and Inspection DATE: 5/31 /2018 PROJECT #: 09618208 PROJECT: O'Neal SFR LOCATION: 15716 72nd Ave W KA P.M.: Corbett Mercer Field Data Concrete: x I Other: CONCRETE REPORT NO.: 09618208CRO53118-JT -1 CONTRACTOR: Murphy Building PERMIT #: BLD2017-0629 INSPECTOR: Joseph Taylor JURISDICTION: Edmonds WEATHER: Cloudy TEMP: 55 ° Supplier: Cadman _ Plant No. 33 Site Mix: Slump Mix Air Unit Time Truck # Ticket # % Air Inch Temp (F) Temp (F) Weight 7:50 1 436 1 504860 N/a 1 7.75 1 66 ° 55 7NT Location: Placement Area Piles 12 and 14, half of 15 Remarks: Pumped, gal of glen. Added onsite Please Refer To Field Repot Number: Inspector:1 Joseph Taylor 1 Reported Batch DATA Cement Type Ill I Design Actual Mix No. P3PMP806 Cem. Lbs. 400 399 F. Ash lbs. 200 199 C. Agg. Lbs #8 1629 1613.9 C. Agg. Lbs C. Agg. Lbs Sand ibs 1481 1481.5 Water 290 277.6 Admixture Admixture Admixture Air Ent. ( Oz / cwt. ) Water Added On Job She (Gals.) 15 Field Test ASTM Method C172 C143 C138 C1064 C231 C31 H Other Laboratory Data Design Strength: 3,000 @ 28 dais Date Specimens Rec'd: f 6/1/2018 Cyl. Code Test Date Field Cure Age Dia. Area wt. # Max Load Comp. Strength Set j # Tested By Brk Typ Test Method ASTM C39 63023-1 6/7/18 7 4.00 12.57 -- 36590 2910 1 CD 2 ASTM C109 ASTM C617 ASTM C1231 ASTM C1019 63023-2 6/28/18 28 4.00 12.57 -- 71330 5670 1 CD 12 63023-3 6/28/18 28 4.00 1 12.57 -- 70210 5590 1 CD 1 63023-4 6/28/18 28 4.00 12.57 -- 68740 5470 1 CD 1 63023-5 6/28/18 28 4.00 12.57 -- 72180 5740 1 CD 2 OTHER Test Results Conforming Remarks: Results Reviewed By: Date: _3 Codes for Break Types: i\ s � `�� 1 Fill, I;I �. 2 tl jly � 3 i •,€ 4 � � 5 6 Offices Serving The Western United States Concrete Report Effective 0212212018 Lynnwood (425) 485-5519 • Poulsbo (360) 598-2126 • Tacoma (253) 939-2500 The Information provided on this report is prepared for the esclueive use of the diets, and may not be reproduosd in any format sitMut the written permissjon of the client and K—lin B Associates. This report lndica@s our inspechrrs observation and testing results based on she condione and wMrador activities. This infurmstian a, subject to review prior to final subrn tl. By signing this report, our inspector does not accept respondbiliy for wNu tty of results. The same Ird—lion has been provided by others on site. lmm --��(Lazari&Associates, Inc. Geotechnical Engineering • Environmental Engineering Construction Testing and Inspection DATE: 5/30/2018 PROJECT #: 09618208 PROJECT: O'Neal SFR LOCATION: 15716 72nd Ave W KA P.M.: Corbett Mercer CONCRETE REPORT NO.: 09618208CR053018-JT -1 CONTRACTOR: Murphy Building PERMIT #: BLD2017-0629 INSPECTOR: Joseph Taylor JURISDICTION: Edmonds WEATHER: Cloudy TEMP: 55 ° Field Data Concrete: X Other: Supplier: Cadman Plant No. 33 Site Mix: Slump Mix Air Unit Time Truck # Ticket # % Air Inch Temp (F) Temp (F) Weight 9:42 1 426 1 504305 N/a 1 8.5 1 68 ° 1 55 ° I NT Location: Piles 2 and 4 Placement Area Remarks: Pumped, gal of glenium added onsite Please Refer To Field Repot Number: Inspector:1 Joseph Taylor Laboratory Data Design Strength: 1 3,000 @ 28 days Cyl. Code Test Date Field Cure Age Dia. Area Wt. # Max Load Comp. Strengtt 63024-1 6/6/18 7 4.00 12.57 -- 38310 3050 63024-2 6/27/18 28 4.00 12.57 -- 64580 5140 63024-3 6/27/18 28 4.00 12.57 -- 67370 5360 63024-4 6/27/18 28 4.00 12.57 -- 66890 5320 63024-5 6/27/18 281 4.00 12.57 -- 66120 5260 Remarks: By: Reported Batch DATA Cement Type Design Actual Mix No. 3PMP806 Cem. Lbs. 400 399 F. Ash lbs. 200 200 C. Agg. Lbs #8 1617 1604.9 C. Agg. Lbs C. Agg. Lbs Sand Ibs 1470 1468 Water 290 277.5 I I Glen. 1 stall Air Ent. ( Oz / cwt. ) Water Added On Job Site (Gals.) 15 Field Test ASTM Method C 172 C143 H C138 C1064 C231 C31 Other Date Specimens Rec'd: 1 6/1/2018 Set Tested Brk # By Typ 1 CD 12 1 CD 2 1 CD 2 1 CD 1 1 CD 2 ASTM C39 ASTM C109 ASTM C617 ASTM C1231 ASTM C1019 OTHER X, 11 �j � L Codes for Break Types: (1 i I 1 �2 3 4 ]51� 6 Offices Serving The Western United States concrete Report Test Results Conforming Effective 02/22/2018 Lynnwood (425) 485-5519 • Poulsbo (360) 598-2126 • Tacoma (253) 939-2500 The hrtormatwn pmvkbd on this report is prepared for the eaclusbe ussofthe cllem, and may not be regoduced in any format without the written permission of the client and KraosI Associates. This report indicates our inspector's observation and testing results, based on aae condMbns and cerdractar aclwities. This information is subject to review prior to final submittal. By signing this report, our inspector does not accept responsibllity!or wildity of results. The same Information has been provided by others an stte. '--ffl<J_aZat1 & ASSOCIATES, INC. GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING & INSPECTION May 31, 2018 Mr. John Murphy (E-Mail) MURPHY BUILDING COMPANY, INC. 6203 202" d Street SW Lynnwood, WA 98036 RE: CONSTRUCTION TESTING AND INSPECTION O'Neal SFR 15716 72"d Avenue W Edmonds, Washington Dear Mr. Murphy, KA No. 096-18208 Permit: BLD2017-0629 In accordance with your request and authorization, our firm performed construction testing and inspection for the above -referenced project. The sampling and testing was performed by our inspectors and reports are included. If you have any questions, or if we can be of further assistance, please do not hesitate to contact our office. Respectfully submitted, ZAN & ASSOCIATES, INC. Corbett W. Mercer Project Manager/Lab Manager Pacific Northwest Division CWM/lkj CC: CITY OF EDMONDS 4303198'" Street SW, Lynnwood, Washington 98036 • (425) 485-5519 • FAX (425) 485-6837 With Offices Serving the Western United States 09618208 DFR.doc Page 1 of 1 '-Wean&Associates, Inc. Field Geotechnical Engineering • Environmental Engineering Construction Testing and Inspection Report NO.: 09618208DFR5292018WB DATE: 5/29/2018 Set Count: CONTRACTOR: Murp!IX Bldg PROJECT #: 09618208 PERMIT #: BLD 2017-0629 PROJECT: O'neal SFR INSPECTOR: William Bui LOCATION: 15716 721 Ave W JURISDICTION: Edmonds KA P.M.: Corbett Mercer WEATHER: Cloud TEMP: 59 Krazan representative arrived on site for observation and testing sampling. Contractor canceled the work due to no pouring concrete. ASTM Test #: Asset To the best of my knowledge, the above WAS performed in accordance with the approved plans, specifications and regulatory requirements. Technician: Offices Serving the Western United States Lynnwood (425) 485-5519 • Poulsbo (360) 598-2126 • Tacoma (253) 939-2500 The information provided on this report is prepared for the exclusive use of the client. This report may not be reproduced in any format without the written permission of the client and Knuan & Associates. This report indicates our inspectors observation and testing results based on site conditions and contractor activities. This information is subject to review prior to final submittal. By signing this report, our inspector does not accept responsibility for validity of results. The same information has been provided by others on site. ['CrUZall Page 1 of 1 -- &Associates,InC. Field Geotechnical Engineering . Environmental Engineering Construction Testing and Inspection Report NO.: 09618208DFR5292018JT-1 DATE: 5/29/2018 Set Count: 1 CONTRACTOR: Murphy Building PROJECT #: 09618208 PERMIT #: BLD2017-0629 PROJECT: O'Neal SFR INSPECTOR: Joseph Taylor LOCATION: 15716 72na Ave W JURISDICTION: Edmonds KA P.M.: WEATHER: Cloudy TEMP: 60 FF A Krazan & Associates, Inc. representative was onsite to monitor and observe the drilling and subsequent placing of . concrete for the piles of the new single family home. Holes were verified to be at a depth of at least 40' and a diameter of 2'. Material excavated began as a yellowish -brown silty sand and transitioned to a gray/brownish-gray sandy silt. The material removed from the last few feet of the first pile appeared to be slightly oversaturated; this was not observed on other piles. Piles drilled were the I It, 31, 51, 71, 91, and 111 piles moving bottom to top on the foundation plan. Plans used were those prepared by Nash & Associates dated 11/16/17. The representative observed and inspected the placement of cast -in -place concrete at the locations previously mentioned. The first truck arrived and the pour began at 12:30. Mix used was a 3,000 PSI, code 3PMP806. One set of five cylinders were cast from the pour; please see concrete report for testing results. The pour concluded at 5:05 with a total of 37.5 cubic yards being placed. Reviewed B : ASTM Test #: Asset Number(s): To the best of my knowledge, the above WAS performed in accordance with the approved plans, specifications and regulatory requirements. Superintendent/Representative: Technician: Offices Serving the Western United States Lynnwood (425) 485-5519 • Poulsbo (360) 598-2126 • Tacoma (253) 939-2500 The information provided on this report is prepared for the exclusive use of the client. This report may not be reproduced in any format without the written permission of the client and Krazan & Associates. This report indicates our inspectors observation and testing results based on site conditions and contractor activities. This information is subject to review prior to final submittaL By signing this report, our inspector does not accept responsibility for validity of results. The same information has been provided by others on site. Kx�azSSOCIATES, INC. GEOTECHNICAL ENGINEERING . ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING & INSPECTION June 1, 2018 Mr. John Murphy (E-Mail) MURPHY BUILDING COMPANY, INC. 6203 202" Street SW Lynnwood, WA 98036 RE: CONSTRUCTION TESTING AND INSPECTION O'Neal SFR 15716 72°d Avenue W Edmonds, Washington Dear Mr. Murphy, KA No. 096-18208 Permit: BLD2017-0629 In accordance with your request and authorization, our firm performed construction testing and inspection for the above -referenced project. The sampling and testing was performed by our inspectors and reports are included. If you have any questions, or if we can be of further assistance, please do not hesitate to contact our office. Respectfully submitted, KRAZAN & ASSOCIATES, INC. orbett W. rcer Project Mana er/Lab Manager Pacific Northwest Division C WM/lkj CC: CITY OF EDMONDS 4303 19811 Street SW, Lynnwood, Washington 98036 • (425) 485-5519 • FAX (425) 485-6837 Willi Offices Serving the Western United States 09618208 DFR.doc Page 1 of 1 MZ AWN ffl(raZan&ASsociates.Inc. Field Geotechnical Engineering . Environmental Engineering Construction Testing and Inspection Report NO.: 09618208DFR5302018JT-1 DATE: 5/30/2018 Set Count: 1 CONTRACTOR: Murphy Building PROJECT #: 09618208 PERMIT #: BLD2017-0629 PROJECT: ONeal SFR INSPECTOR: Jose ph Taylor LOCATION: 15716 72" d Ave W JURISDICTION: Edmonds KA P.M.: WEATHER: Cloudy TEMP: 601 F A Krazan & Associates, Inc. representative was onsite to monitor and observe the drilling and subsequent placing of concrete for the piles of the new single family home. Holes were verified to be at a depth of at least 40' and a diameter of 2'. Material excavated began as a yellowish -brown silty sand and transitioned to a gray/brownish-gray sandy silt. Piles drilled were the 2nd, 4th, 6t , 86', I CP, 13t', and 15f' piles moving bottom to top on the foundation plan. Plans used were those prepared by Nash & Associates dated 11/16/17. The representative observed and inspected the placement of cast -in -place concrete at the locations previously mentioned. The first truck arrived at 9:20, mix was checked and found to be "Pro Flow" Lean concrete. The contractor was informed and the truck was rejected without any concrete being used. Next truck arrived at 10:35. Mix used was a 3,000 PSI, code 3PMP806.One set of five cylinders was cast from the pour; please see concrete report for testing results. The pour concluded at 4:05 with a total of 38 cubic yards being placed. The last pile (#15) was only poured approximately halfway as the contractor ran out of concrete. The remaining concrete will be placed tomorrow. Reviewed To the best of my know] regulatory requirements. ASTM Test #: Asset the above WAS performed in accordance with the approved plans, specifications and Technician: Offices Serving the Western United States Lynnwood (425) 485-5519 - Poulsbo (360) 598-2126 - Tacoma (253) 939-2500 The information provided on this report is prepared for the exclusive use of the client. This report may not be reproduced in any format without the written permission of the client and Kraan & Associates. This report indicates our inspectors observation and testing results based on site conditions and contractor activities. This information is subject to review prior to final submittal. By signing this report, our inspector does not accept responsibility for validity of results. The same information has been provided by others on site. -- �-I & ASSOCIATES, INC. GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING & INSPECTION June 4, 2018 Mr. John Murphy (E-Mail) MURPHY BUILDING COMPANY, INC. 6203 202' Street SW Lynnwood, WA 98036 RE: CONSTRUCTION TESTING AND INSPECTION O'Neal SFR 15716 72' Avenue W Edmonds, Washington Dear Mr. Murphy, KA No. 096-18208 Permit: BLD2017-0629 In accordance with your request and authorization, our firm performed construction testing and inspection for the above -referenced project. The sampling and testing was performed by our inspectors and reports are included. If you have any questions, or if we can be of further assistance, please do not hesitate to contact our office. Respectfully submitted, KRAZAN & ASSOCIATES, INC. Crbett W. ercer Project Manager/Lab Manager Pacific Northwest Division CWM/lkj CC: CITY OF EDMONDS 4303198`h Street SW, Lynnwood, Washington 98036 • (425) 485-5519 • FAX (425) 485-6837 Willi Offices Serving the Western United States 09618208 DFR.doc Page 1 of 1 KraZan&Associates.lnc. Field Geotechnical Engineering . Environmental Engineering Construction Testing and Inspection Report NO.: 09618208DFR5312018JT-1 DATE: 5/31/2018 Set Count: 1 CONTRACTOR: Murphy Building PROJECT #: 09618208 PERMIT #: BLD2017-0629 PROJECT: O'Neal SFR INSPECTOR: Joseph Taylor LOCATION: 15716 72" d Ave W JURISDICTION: Edmonds KA P.M.: WEATHER: Cloud TEMP: 55' F A Krazan & Associates, Inc. representative was onsite to monitor and observe the drilling and subsequent placing of concrete for the piles of the new single family home. Holes were verified to be at a depth of at least 40' and a diameter of 2'. Material excavated began as a yellowish -brown silty sand and transitioned to a gray/brownish-gray sandy silt. Piles drilled were the 12th, 14`h, and 16d' — 22°d piles moving bottom to top on the foundation plan. Plans used were those prepared by Nash & Associates dated 11/16/17. The representative observed and inspected the placement of cast -in -place concrete at the locations previously mentioned along with the remaining half of pile #15. The first truck arrived at 8:40, mix used was a 3,000 PSI, code 3PMP806. One set of five cylinders was cast from the pour; please see concrete report for testing results. The pour concluded at 6:15 with a total of approximately 45 of the 51 cubic yards delivered being placed. Reviewed To the best of my knowl regulatory requirements. ASTM Test #: Asset N the above WAS performed in accordance with the approved plans, specifications and Technician: Offices Serving the Western United States Lynnwood (425) 485-5519 • Poulsbo (360) 598-2126 • Tacoma (253) 939-2500 The information provided on this report is prepared for the exclusive use of the client. This report may not be reproduced in any format without the written permission ofthe client and Krazan & Associates. This report indicates our inspectors observation and testing results based on site conditions and contractor activities. This information is subject to review prior to final submittal. By signing this report, our inspector does not amept responsibility for validity of results. The same information has been provided by others on site. I%AMW GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING & INSPECTION June 20, 2018 Mr. John Murphy (E-Mail) MURPHY BUILDING COMPANY, INC. 6203 202nd Street SW Lynnwood, WA 98036 RE: CONSTRUCTION TESTING AND INSPECTION O'Neal SFR 15716 72nd Avenue W Edmonds, Washington Dear Mr. Murphy, KA No. 096-18208 Permit: BLD2017-0629 In accordance with your request and authorization, our firm performed construction testing and inspection for the above -referenced project. The sampling and testing was performed by our inspectors and reports are included. If you have any questions, or if we can be of further assistance, please do not hesitate to contact our office. Respectfully submitted, ZAN & ASSOCIATES, INC. rbett W. ercer Project Manager/Lab Manager Pacific Northwest Division CWNVlkj CC: CITY OF EDMONDS 4303 198" Street SW, Lynnwood, Washington 98036 • (425) 485-5519 • FAX (425) 485-6837 With Offices Serving the Western United States 09618208 DFR.doc == =1aZan &ASSOCIATES GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING & INSPECTION FORENSIC INVESTIGATION FIELD REPORT Report No.: 18208DFRO61318-NG Date: June 13, 2018 Contractor: Murphy Bldg. Company, Inc/ AAA: Torset Excavating Project No.: 09618208 Permit No.: BLD 2017-0629 Project: O'Neal SFR Inspector: Niccolo Guiao Project Location: 15716 721 Ave W Jurisdiction: City of Edmonds Krazan PM: JM Weather: Cloudy/ Temp: 60's Showers A Krazan representative visited the project site today for soils compaction testing only. We visited the project site on two separate occasions. Morning Visit Upon our arrival, we met John and Terry with MBCI, and Danny with AAA: TE. We were informed by the earthwork contractor, AAA: TE that the placement of the overflow basin structure and backfill compaction of its surrounding will happen later around noon. Soils have been excavated for the planned overflow basin structure. The bottom and sides of the excavation generally consisted of sand with silt and silty sand with gravel respectively. The sides of the excavation was benched for worker's safety. Afternoon Visit Upon our arrival, the earthwork contractor has completed the excavation for the placement of the overflow basin structure. A 6-in thick crushed gravel base was placed as leveling pad. The crushed gravel base was compacted using a jumping jack. The underlying soils and crushed gravel base were probed about 1-in to 2-in under moderate pressure using a %z-in diameter steel T-probe rod. During our visit, we observed the earthwork contractor place the bottom half of the overflow basin structure and backfill its surrounding area using the on -site silty sand with gravel. We performed two (2) compaction tests and compaction results are pending upon obtaining the laboratory results per ASTM D1557 (modified proctor) of the sampled soils today. It should be noted that obtained compaction readings were typical compaction readings to meet or exceed the 95% compaction requirement. Please refer to soils compaction report no. 18208SCRO61318-NG for compaction results. Site Pictures To the best of my knowledge, the above WAS performed in general accordance to the approved plans and project specifications. Technician: Niccolo Guiao 4303 —1981 Street SW • Lynnwood, Washington 98036 • (425) 485-5519 • FAX (425) 485-6837 With Offices Serving the Western United States UKra&Associates, Inc. Geotechnical Engineering . Environmental Engineering Construction Testing and Inspection DATE: 6/13/2018 PROJECT #: 09618208 PROJECT: O'Neal SFR LOCATION: 15716 72nd Ave W KA P.M.: JM COMPACTION REPORT NO.: 09618208SCRO61318-NG CONTRACTOR: Murphy BC, Inc./AAA:Torset Exc. _ PERMIT #: BLD 2017-0629 INSPECTOR: Niccolo Guiao JURISDICTION: City of Edmonds WEATHER: Cloudy/ Showers TEMP: 60's FNUCLEAR SANDCONE ASTM 6938ENSOMETER FIASTM D115 6 ❑ OTHER LOCATION MAP O Paved Areas: O Building Pad(s) : O Utility: Overflow Basin Structure Backfill 0 Other Curve Unified Soils Classification or Description Maximum Dry Density i Rice Optimum Moisture A Brown poorly graded sand with silt and gravel 136.1 5.5% TEST ELEVATION LOCATION CURVE MODE & DEPTH DENSITY (PCF) MOISTURE COMPACTION REQUIRED COMPACTION 1 207' Overflow Basin Structure A 12 129.8 9.6% 95% 95% 2 210' Overflow Basin Structure A 12 130.1 9.8% 96% 95% 1 EQUIPMENT NO.: B-230 (TroxIer 3430) DAILY AVERAGE STANDARD DENSITY COUNT: 2186 DAILY AVERAGE STAND MOISTURE COUNT: 721 Reviewed By: This testing does not preclude the possibility that the soil or hot mix asphalt may be loosened by future construction or rainfall events. The compaction tests were performed at the approximate locations and elevations shown, and indicate relative compaction at those locations. Horizontal and vertical limits of the compacted areas were determined by others. Our firm does not guarantee earthwork or paving construction, nor does our work relieve the contractor's responsibility to conform to the approved project plans and specifications. To the best of my knowledge, the above WAS performed in accordance with the approved plans, specifications and regulatory requirements. REMARKS: Superintendent/Representative: Technician: Offices Serving the Western United States Compaction Report Effective 10/3/2017 Lynnwood (425) 485-5519 • Poulsbo (360) 598-2126 • Tacoma (253) 939-2500 The information provided on this report is prepared for the exclusive use of the client This report may not be reproduced in my romast without the written permission of the client end Krazan & Associates. This report indicates our inspectors observation and testing results based on site conditions and contractor activities. This information is subject to review prior to final submittal. By signing Otis report, our inspector does not accept responsibility for validity ofresults The same information has been provided by others on site. Page 1 of 1 Page 1 of 1 � 1&Associates,Inc. Geotechnical Engineering a Environmental Engineering Construction Testing and Inspection Field Report NO.: 09618208DFR6142018EL DATE: 6/14/2018 Set Count: CONTRACTOR: Murphey PROJECT #: 09618208 PERMIT #: BLD2017-0629 PROJECT: ONeal SFR INSPECTOR: Edan Lewis LOCATION: 15716 - 721 Ave W JURISDICTION: Edmonds KA P.M.: Corbett WEATHER: Sunny TEMP: 60 Krazan Representative visited the project site today to inspect and perform testing of soil compaction using the nuclear gauge. Upon arrival contractor had installed new catch basin. Contractor placed approximately 4 ft of native soil on top of what was left on the previous day(6/13/2018). Contractor compacted the soils using a jumping jack to a firm and unyielding condition. Performed 1 compaction test for the soils around the catch basin and compaction results appeared to meet the minimum 95% compaction required. Please refer to soils compaction report number 09618208SCR6142018-EL for compaction results and approximate testing locations. Please note that compaction results are pending laboratory testing. Reviewed By: j j / / I ASTM Test #: I I Asset To the best of my knowledge.: the above WAS performed in accordance with the approved plans, specifications and regulatory requirements. Technician: Offices Serving the Western United States Lynnwood (425) 485-5519 • Poulsbo (360) 598-2126 • Tacoma (253) 939-2500 The information provided on this report is prepared for the exclusive use of the client. This report may not be reproduced in any format without the written permission of the client and Kra7an & Associates. This report indicates our inspectors observation and testing results based on site conditions and contractor activities. This information is subject to review prior to final submittal. By signing this report, our inspector does not accept responsibility for validity of results. The same information has been provided by others on site. COMPACTION �)(razan&Associates, I nc. REPORT NO.: Geotechnical Engineering • Environmental Engineering Construction Testing and Inspection 18208SCRO10418-EL DATE: 1/4/2018 CONTRACTOR: Murphey PROJECT #: 09618208 PERMIT #: Bldg 20170629 PROJECT: Oneal SFR INSPECTOR: Edan Lewis LOCATION: 15716 72nd Ave W JURISDICTION: Edmonds KA P.M.: Jm WEATHER: Cloudy TEMP: 41 NUCLEAR FASTM 6938ENSOMETER SANDCNE FIASTM DO5 6 ❑ OTHER LOCATION MAP 0 Paved Areas: O Building Pad(s) : % Utility: Water/Storm Q Other: Curve Unified Soils Classification or Description Maximum Dry Density / Rice Optimum Moisture A Brown poorly graded sand with silt and gravel 136.1 5.5% TEST ELEVATION LOCATION CURVE MODE & DEPTH DENSITY (PCF) MOISTURE COMPACTION REQUIRED COMPACTION 1 subgrade Newly installed catch basin A 6" 133.8 8.5% 98% 95% EQUIPMENT NO.. 232 DAILY AVERAGE STANDARD DENSITY COUNT: 1934 DAILY AVERAGE STAND MOISTURE COUNT 668 Reviewed By: This testing does not preclude the possibility that the soil or hot mix asphalt may be loosened by future construction or rainfall events. The compaction tests were performed at the approximate locations and elevations shown, and indicate relative compaction at those locations. Horizontal and vertical limits of the compacted areas were determined by others. Our firm does not guarantee earthwork or paving construction, nor does our work relieve the contractor's responsibility to conform to the approved project plans and specifications. To the best of my knowledge, the above WAS performed in accordance with the approved plans, specifications and regulatory requirements. REMARKS: 5uperintenaenvRepresentative: Technician: Offices Serving the Western United States Compaction Report Effective 9/26/2017 Lynnwood (425) 485-5519 • Poulsbo (360) 598-2126 • Tacoma (253) 939-2500 The information provided on this report is prepared for the occlusive use of the client. This report may not be reproduced in any format without the written permission of the client and Krazan & Associates. This report indicates our inspectors observation and testing results based on site conditions and contractor activities. This information is subject to review prim to final submittal. By signing this report, ow inspector does not accept responsibility for validity of results. The same information has been provided by others on site. Page 1 of 1 GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING & INSPECTION June 20, 2018 Mr. John Murphy (E-Mail) Murphy Building Company, Inc. 6203 202nd Street SW Lynnwood, WA 98036 RE: SOILS LABORATORY TESTING O'Neal SFR 15716 72"d Avenue W. Edmonds, Washington Dear Mr. Murphy, KA No. 096-18208 Permit: BLD2017-0629 Lab Report No. 1 Page 1 of 3 In accordance with your request and authorization, we have performed laboratory tests for the above referenced project. Laboratory testing was performed in accordance with ASTM standards. Attached are the results of the Proctor Value with Natural Moisture Content and Sieve Analysis for sample number 63194 dated June 13, 2018 as performed in the Krazan and Associates laboratory. If you have any questions; or if we can be of further assistance, please do not hesitate to contact our office. Respectfully submitted, KRAZAN & ASSOCIATES, INC. Corbett W.Cl_�t Project Manager/Lab Manager Pacific Northwest Division CWWlkj CC: CITY OF EDMONDS 4303 198th Street SW, Lynnwood, Washington 98036 • (425) 485-5519 • FAX (425) 485-6837 With Ogees Serving the Western United States 09618208 LABOI.doc Test Results (ASTM C-136 & ASTM C-117) Opening Percent Spec.* Pass? Size Finer (Percent) (X=Fail) 2 100.0 1 91.5 .75 88.4 .5 81.5 .375 77.3 .25 70.9 #4 67.3 #10 56.7 #20 49.6 #40 41.4 #60 30.4 #100 20.9 #200 11.6 Material Description Brown poorly graded sand with silt and gravel. Atterberg Limits (ASTM D 431 j, PL= NP LL= NV PI= Classification USCS (D 2487)= SP-SM AASHTO (M 145)= A-1-b Coefficients D90= 21.7503 D85= 15.4828 D60= 2.6637 D50= 0.8937 D30= 0.2448 D15= 0.0988 D10= Cu= Cc= Remarks As -Received Moisture Content (ASTM D-2216): 7.4% Date Received: 6/13/18 Date Tested: 6/15/18 Tested By: Ross Goff Checked By: Corbett Mercer Title: Lab Manager (no specification provided) Location: Overflow Basin Structure Date Sampled: 6/13/18 Sample Number: 63194 _ Client: Murphy Building Company, Inc. q04KX<AZW Project: ONeal SFR L Project No: 09618208 COMPACTION TEST REPORT For Curve No. A 143 138 0 133 U Q C � 0 0 128 123 ZAV for Sp.G. _ 118 —+ 2.65 2 4 6 8 10 12 14 Water content, % —*— - Rock Corrected --o— - Uncorrected Test specification: ASTM D 1557-12 Method B Modified ASTM D4718-15 Oversize Corr. Applied to Each Test Point Elev/ Depth Classification Nat. Moist. Sp.G. LL PI % > 318 in. % < No.200 USCS AASHTO SP-SM A-1-b 7.4 2.65 NV 22.7 11.6 ROCK CORRECTED TEST RESULTS UNCORRECTED MATERIAL DESCRIPTION Maximum dry density = 136.1 pcf Optimum moisture = 5.5 % 129.3 pcf 7.1 % Brown poorly graded sand with silt and gravel. Project No. 09618208 Client: Murphy Building Company, Inc. Project: O'Neal SFR Date: 6/18/18 O Location: Overflow Basin Structure Sample Number: 63194 Remarks: Sample ID: 63194. Sample Date: 6/13/18. � �a oa Tested By: Ross Goff Checked By: Corbett Mercer ___