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Home My WebLink AboutJAMIE PIERRE GRADY WAY SITE I AU G 1 7 1998 �.—�7 TNT ^�KEMAN ARCHITECTS J JAMIE PIERRE GRADY WAY SITE Grading and Fill Close-Out Report City of Renton Grading Permit B970552 February 26, 1998 :,;W G�sF R.EN70N qw NOR 14 '999 L;oL. eLiANG wiViSION i prepared for: Mr. Jamie Pierre 11525 Lake City Way NE Seattle, WA 98125 American Engineering Corporation Q i Engineers - Planners Surveyors Memo �r To: Dykeman Architects AEC Job. #9703 From: Richard J. Bieldfeld, CEG Subject: Addendum to Grading and Fill Close-out Report a Date: July 9, 1998 This memo is prepared to address site preparation requirements for the Pierre Grady Way Site at Oakesdale Avenue SW in Renton, subsequent to the placement of fill under City of Renton Grading Permit B970552. The Grading and Fill Close-out Report(February 26, 1998)identified unresolved site conditions that must be remedied during the construction process. 1. Fuel tank excavation and foundation pre-loading on Parcels D,E, and F. The upper two feet of soil on all of Parcel B will require scarification and recompaction if to be used for bearing structures or paved areas. The required depth of scarification may vary due to moisture content at time of construction. Parcels D, E, and F will have to be investigated for suitable soil bearing conditions when the site plan is completed. Relevant foundation treatment will be recommended at that time. 2. Pre-load the one-story mini-mart building foundation. Any building to be located in Parcels D, E, and F should be subject to a foundation re- investigation to determine if pre-loading is necessary. This investigation should be extended to include examination of driveway/parking areas to determine the level of compaction required in these area.. 3. Duration of foundation pre-loading? The consolidation time required will depend on the type of soils that have been dumped on- site and the proposed thickness of the surcharge load. A 3-foot thick surcharge may result in up to 3 inches to the settlement over a time span of 90 days. Site development could proceed after settlement gauges indicate stability which may occur in less than 90 days. Other design accommodations may be possible when structural design is completed. 4032 148th Ave. N.E. Redmond, WA 98052 (425)881-7430 Fax(425)881-7731 Dykeman Architects AEC Job#9703 July 9, 1998 Page 2 4. Relationship of site preparation requirements to construction schedule. Pre-loading should be done early in the construction cycle. However, reinvestigation of the building may identify other options. Approximately 90 days should be allowed if full settlement is required. The surcharge could be added now if the grading permit is still active. Addendum: A geotechnical reinvestigation is required to prepare a supplemental geotechnical report. As all deep soils data are available, we recommend that a shallow soils study be performed after the structure size, bearing loads and location are fixed. I ' 9703memo.doc i Jamie Pierre Grady Way Site Grading and Fill Close Out Report February 26, 1998 prepared for: Jamie Pierre 11525 Lake City Way NE Seattle, WA 98125 by. American Engineering Corporation 4032 148" Avenue NE Redmond, WA 98052 (425) 881-7430 (425) 881-7731 fax AEC Job #9703 i GRADING AND FILL CLOSE-OUT REPORT JAMIE PIERRE GRADY WAY SITE Table of Contents General . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 1 Project Description . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 1 SiteDescription . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 1 SiteGrading . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 2 Settlement Monitoring . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 2 Foundation Bearing Conditions . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 3 Conclusion . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 4 List of Figures: Figure 1. Grady Way Site Plan Figure 2. Final Grade Plan Appendix A. City Permit and Inspection Record Appendix B. Laboratory and Field Testing Reports AEC Job#9703 February 26, 1998 j Grading and Fill Close—Out Report General The SW Grady Wayproject commenced on August 21 1997 P J gu with the initiation of fill yl placement and the installation of two 48—inch diameter storm drains in the drainage ditch that ! traverses the site from east to west. The filling activities continued until September 25, 1997 at which ti ` time the site attained its design rough grade. The work on this project was performed under the City of Renton grading license, B-970552. An estimated 15,000 cubic yards of fill was approved by this permit. Final inspection by the City of Renton was performed by City of Renton inspector Craig Burnell on February 25, 1998. Mr. Burnell had no comments. (See Appendix A). i Project Description Project planning has changed since preliminaryeotechnical studies w g were conducted. Original site studies were geared to construction of a multiple story structure whereas at this time two single story lightly bearing structures are being considered (Figure 1). The lighter bearing structure will considerably simplify the foundation design requirements imposed on the site. The present site configuration contains a large drainage swale contained wholly within Parcel C. The rest of the site has been graded to an elevation of 18 to 20 feet above sea level. This elevation is from one to two feet above the surrounding street level. Site Description The Grady Way project site has served as a utility corridor containing a railroad right—of—way, electrical transmission lines and towers, a 108—inch diameter sanitary sewer, and a large drainage ditch. All utilities traverse the length of the site from east to west. Original site conditions found the site with a raised railroad grade topping at elevations above 25 feet. The drainage ditch was located immediately south of the railroad grade and exhibited an invert elevation of about 10 feet. The average elevation of the southern part of the site that paralleled Grady Way was 15 to 16 feet. A major portion of the drainage ditch was backfilled using two AEC Job#9703 '� February 26, 1998 ••�,.� �•_•..•a—•.•••—.•• Nt*ld 3119.�25`41�1Y1132ld Sl'J31J}-�'�i'd NdW] Q3 1 i dM uoINQ - WM �,C—vljq— I IL ?2l�E?Id �IWVL f �rrwdo r�naa �� wwa� film; 1 F { 5 p { + t s lI } { _ s _ 1 6 1 + ' It 4} t t ' III�1 s + • \ t Oli \ 1 it t a 1, t Figure 1 GRADING AND FILL CLOSE-OUT REPORT,GRADY WAY SrTE 48—inch diameter culverts and covered with about four feet of fill. The railroad grade was excavated down to approximately Elevation 20. Site Grading The site was stripped and smoothed preparatory to initiation of fill application. All fill materials were controlled using the test results from two Modified Proctor Compaction tests and several nuclear density and moisture tests on placed soils (Appendix B). Compaction testing performed on in—place fill from August 21 through 26, 1997 found soils within the specification of 90 percent of maximum dry density. This period represents the fill deposited on Parcel B. More clayey 1, soils were hauled to the site after August 26, 1997 when a second Proctor sample was obtained. On September 3, 1997, heavy rains hit the site and the imported soils ceased to meet specification because of moisture content, organic debris and inability to compact with equipment. The suspect area of poorer quality soils consists of Parcels D, E, F and the upper one to two feet of Parcel B. i i Settlement Monitoring Three settlement gages were installed to monitor the potential settlement resulting from the approximately 12 feet of fine sand under the site. The three gages were systematically destroyed during filling operations, were not replaced, and no measurements were obtained. Original computations indicated that from 2 to 9 inches of settlement could be anticipated following the application of up to t b feet of fill. The maximum anticipated settlement led to the recommendation for piers if multi-story structures are anticipated. However, single-story structures with a low unit bearing pressure should withstand the minimum anticipated settlement without damage. All settlement resulting from the fill application should be completed within 90 days of completion of the fill. The stripping of about five feet of fill from the railroad grade area of Parcel A has made this parcel available for construction without the need for concern regarding settlement. This site has been surcharged for several years and is capable of accepting bearing of a one or two story structure. AEC Job#9703 2 February 26, 1998 GRADING AND FILL CLOSE-OUT REPORT,GRADY WAY SF7 I Foundation Bearing Conditions Based on the original site conditions, fill operations and field testing results on the soils and weather conditions during filling, we recommend that the Parcels A through F are considered individually with regard to foundation conditions. Parcel A has been stripped of up to 5 feet of } imported fill to establish the current final grade of 20 feet (ASQ. This excavated soil is the l equivalent load of a nominal three-story structure. Any light commercial structure planned on this parcel may utilize the recommendations for a conventional continuous perimeter spreadfooting j foundation. The recommended soil/foundation bearing capacity is 1000 psf. Parcel B, as currently planned, is to be used as an automobile parking area. All except the upper one to two feet of fill is suitable for such use. We recommend that the upper one foot of fill is stripped back, the underlying 6 inches scarified and recompacted to 95 percent of maximum dry density with the stripped soil replaced and recompacted as well to 95 percent. A base course and as phalt sphalt may then be placed on the finished surface. Any utilities placed under the pavement must be backfilled and recompacted to 95 percent of maximum dry density to minimize differential settlement. jParcel C has been developed as a drainage swale and is to remain undeveloped. Parcels D, E and F are planned as the location of a mini-market with gasoline pumps. This area contains uncontrolled fill varying up to 6 feet deep. Neither the required compaction nor the anticipated settlement can be confirmed on these parcels. We recommend that when excavating for the fuel tanks, the excess soil is placed on the footprint of the structure to provide a surcharge load. Two settlement gages should be installed prior to loading. Upon completion of the tank installation or cessation of settlement, the surcharge may be removed and the foundation area excavated. We recommend an over excavation of 2 feet, scarification, compaction and backfill to the level of the floor slab base course. Compaction should attain 95 percent of maximum dry density. In order to minimize the effects of differential settlement, the floor slab should be reinforced using 94 rebar at a minimum of 18—inch centers. A structural engineer should design the slab and perimeter footings. AEC lob#9703 3 February 26, 1998 GRADING AND FILL CLOSE-OUT REPORT,GRADY WAY SITE i 7 Conclusion The fill and grading operations for the SW Grady Way project were successful in preparing the Parcels A and B for development. The fill and excavation of these two parcels have been t documented. Parcel C development has been completed with the installation of two 48—inch diameter storm drains and the gabion—lined drainage swale. Parcels D, E and F were less successfully developed. Observation of future excavations during construction is necessary to confirm satisfactory site conditions. We have included recommendations regarding additional site development work. The development of the project using single—story structures minimizes the magnitude of anticipated settlement. Also, the location of the larger structure on Parcel A precludes significant settlement. We recommend that all foundation excavations be examined by a geotechnical engineer to confirm satisfactory conditions prior to pouring of concrete. It is our opinion that the site is suitable and ready for development provided the recommendations of the Geotechnical Report and this Fill Close Out Report are followed. a I `r AEC job#9703 4 February 26, 1998 _.J i Appendix A City Permit and Inspection Record I )4— CITY OF RENTON Grading License Permit Number 3970552 Permission is hereby given to do the following described work, according to the conditions hereon and according to the approved plans and specifications pertaining thereto, subject to compliance with the Ordinances of the City of Renton. Nature of Work Annual Grading License Job Address 1110 SW GRADY WY 1 Owner PIERRE JAMIE 1IS25 LAKE CITY WY NE SEATTLE WA Tenant Contractor-- - ,. J & K EARTHWORKS INC ... Contractor's License JKEARI*13 3M8 4362 JIM SMITH RD Contractor's Phone (5 0 9) 6 6 2-6 017 WENATCHEE, WA City License 10860 98801 Other Information: Date of Issue 0 8/18/19 9 7 Cubic Yards 15000 Date of Expiration 0 8/18/19 9 8 i Construction Value 175, 000 . 00 Parcel Number 242304-9110 Renton Job No Zoning THIS LICENSE IS VALID FOR ONE YEAR FROM DATE ISSUED Expiration Date 0 8/18/19 9 8 I hereby certify that no work is to be done except Subject to compliance with the Ordinances of the as described above and in approved plans, and that City of Rentoa and information filed herewith this all work is to conform to Renton codes and permit is granted_ ordinances. Applicant X Building Official $20 .00 LL BE CHARGED FOR COPIES OF LOST OR D PERMIT BD3211d 10M dtt — G✓Jb'G -44�� KGY i�' +.C�/ JvI.,J�r�ny �__ __ __ �_ __ _ _ f► CITY OF RENTON Inspection Record Permit Ntunber B 9 7 0 5 5 2 Z4 HOUR NOTICE REQUMD FOR ALL INSPECTIONS Call by 3:00 pm for inspections the following day-Phone(206) Z35-2542 Call before work is concealed or pouring concrete Do not pour concrete until approved Do not cover until approved Do not occupy until final inspection is complete Nature of Work Annual Grading License Job Address 1110 SW GRADY WY Ownar PIERRE JAMIE Contractor & K EARTHWORKS INC (509) 662-6017 Inspection 'IIate T s eotr cents i Final i .ti aor-ortt 10193 U Post this record at job site at all times 60 39vd ONI833NIJN3 NVOI83WV ZE4LL889Zb 9E=LL 866L/9z/zo � t 1 Appendix B Laboratory and Field Testing Reports Pierre—Grady Way Site :�p MOISTURE-DESNITY RELATIONSHIP TEST Curve No. : 367 Project No . : 97-358 Date: 8-15-1997 Project : JAMIE PIERRE - RENTON Location : IMPORT MATERIAL - SAMPLE 1 Elev/Depth : NA Remarks : TESTED AND CALCULATED BY K. ANTHONY MATERIAL DESCRIPTION Description : BROWN, MOIST FINE SILT WITH SAND & GRAVEL Classifications: USCS: NA AASHTO: NA Not . Moist . = NA% Sp.G. _ Liquid Limit = NA Plasticity Index = NA %> 3/4 in = 7. 46% ROCK CORRECTED TEST RESULTS UNCORRECTED Maximum dry density = 141 .5 pcf 139 .9 pcf Optimum moisture = 6.0 % f 6.5 % 140 i Test specification : ASTM D 1557-91 Procedure C, Modified 130 Oversize correction applied to each point "a I I f 120 100% SATURATION CURVES FOR SPEC. GRAV. EQUAL TO: 2.8 2.7 �a 110 I 2.6 � I C100 a o I 90 80 70 0 5 t0 15 20 25 30 35 40 Water content , % A.A.R. Testing Laboratory, Inc_ Plate Nn MOISTURE-DESNITY RELATIONSHIP TEST Curve No. : 415 Project No . : 97-358 Date: 8-28-1997 Project : JAMIE PIERRE Location : IMPORT MATERIAL - SAMPLE 2 Elev/Depth : NA Remarks : TESTED & CALCULATED BY G KENT - REVIEWED BY S YAGHMAIE KATERIAL DESCRIPTION Description : OLIVE BROWN- COARSE SAND W/CLAY CLUMPS & GRAVEL Classifications : USCS: NA AASHTO: NA Not . Moist . = NA% Sp .G. = Liquid Limit = NA Plasticity index = NA %> 3/4 in = 7.9% ROCK CORRECTED TEST RESULTS UNCORRECTED Maximum dry density = 130.8 pcf 128.5 pcf Optimum moisture = 9.0 % 9 .8e 140 Test specification : ASTM D 1557-91 Procedure C, Modified Oversize correction applied to each point 130 120 I 100% SATURATION CURVES FOR SPEC. GRAY. EQUAL TO: 2.8 2.7 2.6 a 110 a t' c 100 a) a L 90 80 € 70 0 5 10 15 20 25 30 35 40 Water content , Plate Mn A.A.R. Testing Laboratory , Inc . 1 yp'..� }��y gii - li•�M IMv�\�� E IWO �f .. ... �.... ......... .::..� `........ :'`:.......... .A.R. TESTING LABORATORY, INC. :pia" ` sT�Ea Jamie Pierre Property ��O 3 P.O.BOX 2523 Phone:(206)881-5812 REDMOND,WA 98073 FAX (206)881-54411110 SW Grady Way Renton 'Amencan Engineering Corp. :::.:<•:s f?Etjtilkl ^>'B970552 <......: ryGad P.E.,j >.•;:.SheerTransport/BRC r# Ave N ;4032148th E x `Redmond WA 98052 Report Date: 8/21197 Inspector. J. Landstrom Job Time: Date Mailed: 10/10/97 Reviewer. M. Jeong Air Temperature: 2 visits to site, 08:00 & 19:00 hours, did not meet with contractor. 08:OOAM visit checked densities from nights placement in parcel S, East half. 90% compction obtained. i ..........vy+.::::; ALL REPORTS ARE CONSIDERED CONFIDENTIAL AND ARE THE PROPERTY OF ?xs+•........... .. � �y, �•a\�� THE CLIENT AND AAR.TESTING LABORATORY,INC. REPRODUCTION �� .• r��•.�.... - EXCEPT IN FULL.WITHOUT THE WRITTEN CONSENT OF A.A.R.TESTING LABORATORY,INC.IS STRICTLY FORBIDDEN. 1 .. .... ... ......... ... :. ..._::: {+•y}:::::::n...,.,}...v::;.....'J+'•>:W'{+:4:•:ti is 4'4:}:•i. E:,y:rc. a g k`�tts ; r.. R �ri7c�a ��R:��•}•,u�ir-rr:%;>:N:�� \s�'vrd'�}c'.n�.:: FRO>.8.•�s k� %�.� x .:^�A.,•. .:•rn R.TESTING LABORATORY, INC. "'::>.:.};� ""<}'A }:.}:.... v....w..: ., � Jamie Merre Property #��D .o.sox 2523 phone:c�7 881-salz 3 EDMOND.WA 98073 FAX: MG)881-W1 1110 SW Grady Way ,,,. Y�r54y1^Y Renton .. <Ameripn Engineering Corp. ;>:...... . Cheryl Girard P.E.Ys.> .. ,:.,::Sheer Transport/BRC ... +:. 148th Ave NE ;:a;::}• ;:,::;: .:::.... . .. 'Redmond.WA 98052 x}?.. . ... _.............................................................::::::':::::: „v v» .....:r......n............•+• .n.v.,2G...4..-. :. ,::?+v:,....v:r.:::::::::i•}}ii>:{O:i:'}:•i.:T:}{vi.?i`�;•?:v'!'?i:}:.;.;.L::'�:-i�::;r:i..,T?C>:L:S: .....v-.nv .•:.�f,:.},v+.. ..•>:.........................r :.{......:r••{�.. ......�{w::v.; j+ ,a}• }yvv}:!'-}i}}}}i:i:4}}:••r::..:r::n:,:. h%-+.»i{v:?v�.�:;{C.i}:4iir'rii}::'r}Ti}}i}}i}}i�>.F+.:>.v..:.:: .v.::v$H:;\ .,.nn-%�.k�,}.;}..}i:.:.iv:-.'J'?i->::?}}::::.Kr?,•%tt)+Kf;>.\}?FC:.'+.+R4:•v nKi:-.v �n��v! . ..:::.v�{.:..:.:�::::v+}:::•:::•: .v:.�-Fi-.^.... Report Date: 8/22197 Inspector. J.Landstrom Job Time: Date Mailed: 10/10/97 Reviewer. M.Jeong Air Temperature: .............................v•::::::••:.v:::..•v::::--. ....:............:..v::r'i{...-.}:{.,}:t k.4. ....t{.:,v,::•.}:.y:r:::•r:.•}"•: ........... .........................................................v:m...•;..v...:..:v.v::•n:v.v... r...... -v... ,;fr.i;::.::�:;.`:'-i}i}:.:.:::.`:':�:�:::::':':'::.�\' ""}�: :'.U:::;•}:v•.::::.::... 'r 4 v, v�':.n\ .,fj�4n• .�.:{v{:4V;::•:}:�::�::.:�.�:::. :'L{{'"•:'v'.}:: 4'^:•::::::;:.::-i:�}:-ii}}:iyi}}i:i}}:ry}::-i}>}:_:-:{{.::4i}ii'•4,..n..rc......... r :.:::::::::::.:}:::::::::is ;C}. •,x-. O..• may' ...v.::.�:.�:::::�:�ii' ..:.v..�{v. :+}•.... .....::.::.........:::::..................:. .................. � .��.-:'ai:I:.R?�71a. �.::�:'::�:::::::::::�:::.::�:v::::::..:�:::}iiv::i..... ..+.{^:{i4}}};::.:r.:::::;i:.y;:i•i:;.:.:._.::.:::::�:;�:� ite visit at 9:0013M, contractor is not on site, but material is being stockpiled. Material is consistent with original mple obtained on 8/18/97. Contractor is working between 8:0013M and 5:OOAM. Iwo 4 y ........ ALL REPORTS ARE CONSIDERED CONFIDENTIAL AND ARE THE PROPERTY OF ?•:jMv?��\,v?};.;:`:;:}:? ?�:i:?? �>�<> THE CUENTAND AA.R.TESTING LABORATORY,INC. REPRODUCTION :i>> :_:>>>`?>:..,.:.;::,;.:-.»• ? 4 �,�,;:; Y:r\i?\\`\V�r':»:eiy;:;are-.?;?isu ; > }+-:•'ry:i,2 ~%i?,;<:%;%Si,;% EXCEPT IN FULL,WITHOUT THE WRITTEN CONSENT OF AAR.TESTING ��`?<a�,�4�fin•+,^�s.�1:�s,a;\.,\�;�:.�c.•.. �� \*�r�' LABORATORY,INC.IS STRICTLY FORBIDDEN. ' \.',.. .......++ +4ei; �'.-��;ti.{.,\-ant"-�:Y' }•;4\x�:`'..c';:5 r ;;° :1;:; .:.�\} =,,vnvC�v�:nvv.,Y,.MWw:-i:.y>.2�'.- 1Y�i\.. ` ... ... .. F .::. .. AJLR.TESTING LABORATORY, INC. zs 97-aa (2 ;>3>yl:."Jamie Pierre Property !O P.O.BOX 2523 Phone: 881-5812 ...x>s�: REDMOND,WA 98073 FAX: (206)881-5"1 %`'<21110 SW Grady Way .>: : {. ....::.3;3:..: Renton <:.>:' Amencan Engineering Corp. B970552 `r:'•:?>>sCheryl Girard P.E ;? :<:> :I-Sheer Trans rt/BRC titilEJf4 :>r;> Po 3 4=148th Ave NE ><s 'x:�:=:>:::>^::i�•>::>.Redmond,WA 98052 ..v..........+....,........................................-.........................................I�. .i;�l:�lt�:1 Q7i:.:;_:.3<::::>::::>::;:.::.}•.}:•;:•;3:.;:::•::.:�.:}::,.,3}•.,3:•:�}:.:�::;:.333}3:.33�.:<.:,:.,.::3:.}:.3:::.;_.::;:3:: Report Date: 8/23/97 Inspector. J. Landsrom Job Time: Date Mailed: 10/10/97 Reviewer. M.Jeong Air Temperature: Site visit at 10:00PM. Talked to grade hop about placement. 15 trucks hauling tonight. Good material. Contractor is placing on West half of parcel S. East half compactions from 8/22 placement are above 90%. Contractor is obtaining 90%with 2 passes of vibratory roller. I I I t r y; .; �.>,•;;h;<,•:: •;.;};;;;:; ALL REPORTS ARE CONSIDERED CONFIDENTIAL AND ARE THE PROPERTY OF d � ,` ?'n ,.^ THE CLIENT AND AAR.TESTING LABORATORY,INC. REPRODUCTION :�ti�`��•C\,Lb• Oeca32v'>.•.....,\...... ;2.' �yv:-i;$"':i,`?,rJ\v,L•<:i sb -\� --�:�. ��` • \.�s w� � EXCEPT IN FULL,WITHOUT THE WRITTEN CONSENT OF A.A.R.TESTING LABORATORY,INC.IS STRICTLY FORBIDDEN. - �"�llitEttlt�"�'1�t16Z .A.R. TESTING LABORATORY, INC. ::'a>> %w:%::.ri: Jamie Pierre Property (2M 881-5812 Phone: -x:>:><::.>:r< P.O.BOX 2523 1110 SW Grady Way REDMOND,WA 98= FAX: (206)881-5441Renton n z :kAmerican Engineenn9Corp. B970552 ..... ChGirard P.E. SheerTransport BRC ES;' a ryl 4032148ttt Ave NE ... ................:...... .......... .:::,::::::.:.:................... ........,:. :<:k::;::>::;;::;>:.;:.;:<:::::;;:<.<;;;::;::<:<:;;:<:.:;•::::;;,;:..;<:>:;::;<;:;>;:::.>:::;:.;:.>:<::.::.:.:::.:;:::>:>.:r::;:.;:.::.:. Job Time: Report Date: 8/26/97 Inspector. J. Landstrom Date Mailed. 10/ 0/97 Reviewer. M.Jeong Air Temperature: Contactor is bunging up to grade the West half of parcel B.Stockpile on East half has destroyed Easterly settlement plate. The 2 remaining plates on parcel B are still being filled over(to grade by 8/27 night). 3 ! ALL REPORTS ARE CONSIDERED CONFIDENTIAL AND ARE THE PROPERTY O THE CLIENT AND AAR.TESTING LABORATORY,INC. REPRODUCTION EXCEPT IN FULL,WITHOUT THE WRITTEN .A.CONSENT OF A.A.R.TESTING •�.:<ak,. .k ''�, ``i�`�• `'"" LABORATORY,INC.IS STRICTLY FORBIDDEN. '// �� rstN#sralt�er� 7ti& :.: ... .... :.:... ..::..... .:.: .......... ... .. ..... ... ... -A.R. TESTING LABORATORY, INC. » <>973d8 P.O.BOX 2523 Phone:(206)881-5812 >s Jamie Pierre Property <> �70' REDMOND,WA 980T3 FAX: (206)881-5441 ;:::`:'i1110 SW Grady Way erican En9meann9 Corp. - % 'r ><>z<<"Renton € < :Cheryl Girard P.E 897Q552 :5g 4032148th Ave NE 4 ' Sheer Transport/B R C :Redmond WA 98052 r : 10at I :I ort Date. 8/27/97 Inspector. J. Landstrom Job Time. e Mailed: 10/10/97 Reviewer. M. Jeong Air Temperature: r�sW. ciao>::: :.::..:::::::.:::..<:.;::; < >ML»><><>< >��>< »:<:`::>:»:»':<:<:»'::<:>:::>:::� :>�> <:::::>::::::> West 1/2 of parcel B is to grade, contractor is concentrating on Easteriy half. Densities of West half are above 90%. Truck traffic is still being routed by West 2 settlement plates. No monitoring will begin until trucking is finished. 1 1 {kVd.Yiv• , .? : :< :•><-:-::•-::.><:::;`.;<.;, :; ;; ;;` :ti�h; :;:4;;;. .; ALL REPORTS ARE CONSIDERED CONFIDENTIAL AND ARE THE PROPERTY OF w3\L.... THE CLIENT AND AAR.TESTING LABORATORY,INC. REPRODUCTION .9ar:r,-�2.6-'a -'• :t:��.\�i?>r%ti` C`�`,•`>.:: ;..av�".,•µ-,'. ?:*%::•:i::.p; :e�, .. - •.. ;:->-: �� :,,:. EXCEPT IN FULL,WITHOUT THE WRITTEN CONSENT OF AA.R.TESTING a iia? a r LABORATORY,INC.IS STRICTLY FORBIDDEN. ^r32 :rf!:r�`.�,+`:7i :' "i•'..'.r: rrr..:4S..c.,.+,,'S'ik%a: ..C. .:r:S..3.,....� ::A•�h!!!`•r, ��:.yy��ee'':? ::::..S '`,roi!•:?,i�.:�.a.�:. .'. •::?. ,.:✓.. r.? !ocr..v,,....:.�-,.,.,::.>.:::..�r.:..».;!. :..h!.........r.!.,.e?o::• fa3�+i�r�� v :...;,.::::. .:.. may!• ,... r r `nv :: ..r..::::.,,..,3.a!r:;•>ri:•:i.:7. -�rr�-1�.......... .::: :.•.••::::..:.:::.:. ..... AJLR.TESTING LABORATORY, INC.P. O.BOX 2523 Phone:(208)881-5812 '% ^^„ Jamie Pierre Property "'' REDMOND,WA 98073 FAX: (208)881-5441 1110 SW Grady radY Way •' �-.x:y-i�r�:�Renton >:?<?#'§American Engineering Corp. B970552 ? r•:?>.:•;.•�Cheryl Girard P.E. Sheer Trarmport/BRC :;•zi14032148th Ave NE : v4;\dinn•i,•�,ypv.�3}n� ?r:!!;ti i1?},Q:.. Redmond.WA 98052 '^ y.. ...... ?h +r]h-:+r::vrrri : !�v+'{�Tr�•.'!-.v::::::: :�:::.v�:v::::::..,v:. ....?�....,..ii�ivxrx ....v..x ..yam' ................. Ito..\x...........,. ...........::.,. .,r:.............................:.... ... It> ... ... MfRxr:,..x,:rrr:!.>:::;:->:::?•ra:;•<::.:.:;-:i:::•:?•;:.:::-r;.;'::::i:.�.:•:i->:>::.::.:;.�:::.::. Zvi':;,,r.;:;':-:::�:ry;:>?"`i:::<;i;!:c:-:::?!•r:?•:<c;:r:.;.,;x;?;!r.:,.:!.:!.>:-::.�v?;.;<?<.:;>:o:.:::.;.v,!,,:-:r:•r:: !€lf..:.......�+ti:yi"'............................ Report Date: 9/2/97 Inspector. J. Landstrom Job lime: Date Mailed: 10/10/97 Reviewer. M.Jeong Air Temperature: :::::::.:_:?:�::�::::�::�rii:ii::::?ir::}v:::::n}::.....v..............v.............-:...........:::v�:•• :::::::•.}:;:::•.:..:.... .v. v.. 4•^v+v'rii isJ:?{fi:Lti4:Yiiiiii`:?rj:ii}i :?:i::i:!iitivvi:::rii iiij :iiiii �:::: :- ....... ........................vxw::.wvv::.:w^v::.•:::.:::::x!:::::v:::::i:-i:i!::::::v::^r . �' : rf.....::::::::::::::::::::::::.............:.................. +;••.v:rr:,s•::rx:: v::�•.:.......... r. >:�>:•r;r::�:�r:i::,;'.;':.�:::::::::?::.::::::.�:.:Y•!•.!:•:,,•r.,-:-.�::•.x?-.:�.�::::.:�:�:.;�;:':;;;:�i:�i:i:i:�:�:�Ey� ..i�' Q�t�i@ visits to site, 8:00AM &7:3010M. Westerly settlement plate in parcel B destroyed. Only center plate remains. Contractor is stockpiling in middle of parcel. No one on site at 7:30PM, will return on 9/3/97 to talk to contracator. ..:,.:::......:........ ::.....:;.ai;.............::::;;, ALL REPORTS ARE CONSIDERED CONFIDENTIAL AND ARE THE PROPERTY OF ;:::;•.:,:;;:-:::,: \� \, ,:.::^.r. INC. ODUCTION `' ... iz THE CLIENT AND AAR.TESTING LABORATORY, C. REP \ ,;;>ec a,rr;Y!<i°$.^.:^.iy ti c:^ic'!C;.v,,'':,�j::�v,,�,�YL:!iiv`:::•�:i'•:;:x'Kx4l?+.;?K':iE: EXCEPT IN FULL.WITHOUT THE WRITTEN CONSENT OF A.A.R.TESTING r\c;!.�`.�^`•.:.::is<{:.:ir�r''•r�!�i'�`�\:r ti��!�r�:y!g`�J�:ivn>:x,��':'.,'..;''�`�+a...ac�� ` cam cZ: ''-Xd?xsiroox\ �: ��v\ aa� xe�sx LABORATORY,INC.IS STRICTLY FORBIDDEN. '\:1?:SZ`r,\":y"... M...\\ x "l\\�,\;r.-.\..''4,ia+;.rp?,......:::•�..v:t}.:s•:•+yti .. , ia•�.e�,+.,i ,.�✓ ��•\c�:\S:A•'.r:.rry.ii<:•Y, ,,,\;"Z r,..,:•.,,!.i• +... :i!;;;.,......!. , \\x„r�S�..q,,.rrv.,,;: i A-A.R. TESTING LABORATORY INC. `t+to«><%<y"«<978 1 :{. P.O.BOX 2523 Phone:(208)881-5812Jamie Pierre Property REDMOND,WA 98073 FAX (206)881-S441 `. ;.,:...:ti^:"?::><1110 SW Grady Way Engineering Corp. :American Cheryl Girard P.E 8 ::Sheer Transport/BRC :: 4032148th Ave NE .................. "�•' :Redmond,WA 98052 ...:;... f .._.. Report Date: 9/3/97 Inspector. J. Landstrom Job Time: Date Mailed: 10/10/97 Reviewer. M.Jeong Air Temperature: :i . alked with grade hop about replacing settlement plates Need to call job super-Fred on 9/4/97. Material being elivered has changed slightly. More clay and silt and higher moisture. New sample taken. ..1 ALL REPORTS ARE CONSIDERED CONFIDENTIAL AND ARE THE PROPERTY OF 1. 2.�v'''� THE CLIENT AND AAR.TESTING LABORATORY,INC. REPRODUCTION EXCEPT IN FULL,WITHOUT THE WRITTEN CONSENT OF A.A.R.TESTING v.4\ ' Noh`•..: •. .<:....,.N.. . .•�N.`, .>Y�„,� LABORATORY,INC.IS STRICTLY FORBIDDEN. ` RY IN fir ................ ft ::.....:::: R. TESTING LABORATORY, INC. 1%' <s> =97a68 .0.BOX 25M Phone:(206)881-5812 '`: '>'`?`?Jamie Pkrre Property EDMOND,WA 98073 FAX (206)881-5"1 '1110 SW Grady Way Renton :' American Engineering Corp. B970552 .: Girard P.E. >:;`. v2--Sheer Transport/BRC SS 4032148th Ave NE � •::;":;`;;Redmond,WA 98052 51C3::: f�l I 5 :. .. .......... ....,.........:.::.:....................... .. t..... _.:.:::.:.:::::::::.::...:::::::::..:::::.:...,.::..:,....:....:,,:..:..:,:,:::.:......:........ ....._...._......._......................... .... ...... .. .. ...... ..... ....... Report Date: 9/3/97 Reviewer. M. Jeong Date Mailed: 9/5/97 v.... Renartc >t:Coilre�s .....:. Moisture Density Relationship Test, #367, dated 8/15/97,#415, dated 8/28/97. RECEIVED SEP 0 9 1997 .................... wa? ..;;.;;._;.;;..: ;;,.;.;;;:;::;,:.: ALL REPORTS ARE CONSIDERED CONFIDENTIAL AND ARE THE PROPERTY OF "`^ '<''"'{. .. ......'" THE CUE NT AND A A.R.TESTING LABORATORY INC. REPRODUCTION M EXCEPT IN FULL,WITHOUT THE WRITTEN CONSENT OF A.A.R.TESTING :is???:^::!:>iifi`:{:�??\+?? LABORATORY,INC.IS STRICTLY FORBIDDEN. titi.i ��}:::::?:tip : :;.�'v:}::?t??:?:��i :-\•::::::::na.?f, .'•i::.:.��•.:::.......:........... '�t. FteRtCaict Edutit> �E'� Q6T �............ M?.: .. .. .::.: A.A.R. TESTING LABORATORY, INC. «,. P _ P.O.BOX 2523 Phone:(208)881-5812 ::n-;r«z•>-}>�Jamie Pierre roP�Y REDMOND,WA 98073 FAX: (206)881-5441 r # 1110 SW Grady Way nqCorp. <Renton Engineering Amencan C ^B970552 ;' N :;Cheryl Girard P "-..z; woe"4032148th Ave N E heer Trans /B R C :; %rrks P� '#< +,yi;:fi `:r:.i:'vii::.:i'vi:•ii:i: 1.`•i}ills•ji}:iii^ij4ryii: ";> Redmond,WA 98052 .....` ;�::»:. .. »s , .. .. ..:....:..: .:.::...:.............:: .. .,::.:..,.::....:. ,,, :.:.:.:...I•}�'.ss! Y �ff..:.::rr.:: .. _ .. ....:.... Report Date: 9/4/97 Inspector. J. Landstrom Job Time. Date Mailed: 10/10/97 Reviewer. M. Jeong Air Temperature: :. , XX D ciat; ;;:;•. ..::::::::::.................................................:::....:.:............................... Heavy rains have shut down placement. Stockpiling only. Last settlement plate in parcel B destroyed all settlement plates, they must be replaced. f l .. ...... ....... .>. ALL REPORTS ARE CONSIDERED CONFIDENTIAL AND ARE THE PROPERTY OF :H;:��;;tis,.r•• y;,�;,;yz ;�y��cr;�;ts:.�>. ;;;,<�:�� •;i�#; THE CLIENT AND AAR.TESTING LABORATORY,INC. REPRODUCTION EXCEPT IN FULL.WITHOUT THE WRITTEN CONSENT OF AAR.TESTING STRICTLY FORBID `ao? .. � �;• c�.��,.�.4:,c'a,'�` «• "�`�w�.,v":�.c.�.� LABORATORY,INC,IS DEN. ;..... .. .... .....r.y:ry�r}�Y,.,Y:.;;.,....,,± ....{;.`{<•`••2 •';Y iYr .`,r�%C 4 >Y'N%/�i:il•{-,•NqN W ... ,ayr��(��Y> � �{' }��► -�v Y i•'tit��^ Y•k:f' / Y` { //. ,:Y \�[ x. ..%,t.,N� >hXN+ < �{FSiW '• �•..�Ci ,4 ?k ^'^�?ta'•� 'a°k+`t4,^t�$r `r�y�r..•orwt\:��4?��fi,4•�,..'�..N'rf' b.W'�„'��,3t?'s 4::_ R. TESTING LABORATORY INC. >x-" 97-u8 „ ? • P.O.BOX 2523 Phone:(206)881-5812 4>-''::,4•', " Jamie Plerre Property REDMOND,WA 98073 FAX (206)881-5"1 ::'<:':: `1110 SW Grady Way a <-f>^Renton ?Amencan Engineering Corp. < Cheryl Girard P.E '. ^B970552 heer Transport J BRC rt 4032148th Ave NE \1' \+C• \,viYi�i ."�:{>jpr 4}'+'0.{%k;F%.:?� :�i::: ,,'�``.Y' ` s• Redmond,WA 98052 f':;or.,H.4,>•:.,-.-Y:: :.: ...................................................:.:.�::..............:::::::': : .:i' •i:i':^::. .:... 'ri':i::iiii:ii'�iiii}i:i'tiif:• .i:+•Y:4:^i v i'+i}i:%ii:;:ii.,�•{. x.,i{v{•:{•. ^i%v kkiiikYt..vv::::.w::v: •.v:•.,..�:::w:.:�:::::::..:::::.�:: n,.: r{.ri4':•:�:{ii.;,...,vn; .. : ..... ::... ,C..4: '^ 4 :ri•4?Yj::::•{;h 4:pW„w••iyY,'i::%Y.:.v,••::.�Y2:^vSY .•t.:k\,...: 6? r '•u:......,w�.:.+.{:..t,Y,Y':'<;.:;::;;::aka`. ...a:.. Y:•iiii:•i::.:{•Y:•:::Y::,S ..:Y.........r•....:..... .,;�.ty;:t.?'.'•,> - .> \ . .,�YY,�k.•.::Y:.....h....r •�..{.<...:...............�t��•,-..... .:YY.: .. . : [h511 -. ttt,.• .. . . Report Date: 9/5197 Inspector. J. Landstrom Job Time: Date Mailed: 10/10/97 Reviewer. M. Jeong Air Temperature: 4: ,•t{.vl:.Y;•v"lk:.:isi:::j::•:::••v,{{%iikr;\'}iY^:•Yt�%� .v,x-,•v::.r................................,;x ...t4iih.,,t.:Y;.Y...;�%:;Y%:j:r n^A\. •'S' ...\•{%{{•:'-:::vY::-is-:.:.::.:....:•{:r.{r,.:Y4.- :.:..:KY.::.::. .........::...,i.::. .. cifol :. maed .f.:. ,•,. .. �..�.•\�.•.:::::<..,.,..::..:.:. ,.:.:,..._,. .:,.:.. . . . Stockpiling only tonight. Material is consistent with new sample. - ^ .:;::^�^�^.�.^.'.:::;::;: ALL REPORTS ARE CONSIDERED CONFIDENTIAL AND ARE THE PROPERTY OF :s4 '>�<:%�;�x\c�<:,•:::�s:ti:;�?�:w:r.>.•:•: s;�:•�k:•:: THE CUENTANO A.A.R.TESTING LABORATORY,INC. REPRODUCTION �;�.`�•.'.•.•5�z,.:?+?'?x.�'?��:�::: Y>,?�`k'��A•%r : :•>.��--�:,�":��a� �� IXCEPT IN FULL,WITHOUT THE WRITTEN CONSENT OF A.A.R.TE STING ::.;`;..:•.2;;• t�.,,'.lNR?Sa�c.Z;: sa: ".'\.' YS:;*;:2Q`3>:,'�'�{`ci;i?;?;?�`iC` s_ LABORATORY,INC.IS STRICTLY FORBIDDEN. :,' UM .A.R. TESTING LABORATORY INC. h97�d8 P.O.BOX 2523 Phone:(206)881-5812 "`? '' "`:'Jamie Pierre Property ��0� REDMOND,WA 98073 FAX (206)881-5441 %«>' 1110 SW Grady Way ;Renton ::a'j"American Engamenng Corp. `B970552 Pitm�kir Cheryl G(rard P.E Gti fp <'?:;'Sheer Transport/BRC 441.1 %� ;4032148th Ave NE Redmo nd,WA 98052 . ... Report Date. 9/25197 Inspector. J. Landstrom Job Time. Date Mailed: 10/10/97 Reviewer. M. Jeong Air Temperature: .................................................................:....:.....................................:..:................... 8;...:.. ,... . 9/24 & 9/25- Contractor is stockpiling material. Some Questionable material has been dumped. 9/24-5 trucks of: High organic, black, large quantities of sticks, high silt content. 2 trucks with large chunks of concrete (Z diameter and smaller) &wood. ?i 9/25 -7 trucks of high organic, high moisture, wet silt with sticks and top soil. 1 l :`:. - � � ..............,.::..,:.::... ALL REPORTS ARE CONSIDERED CONFIDENTIAL AND ARE THE PROPERTY OF ::{s> �-..�..,...•..,.....,,....',• �»?��z;�:`•..tiro:::>:;�;�;v�z;� ;<.:.t:.ws::: THE CLIENT AND A.A.R.TESTING LABORATORY,INC. REPRODUCTION ':yu \`rg?tCG::�t�•`+d'k,«r,.s:,�• >*:\ii.@?:^*w;�C?;J:L'•,>.>?C� w`ieSc*;vvw:+..v>. > ,ti;<..:>,:«..•;.�r:<r, r;>:<::..;t>;�•k�<•r� ;»;'-;�;u.,��.•.>:,�>.:.;.. 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