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Rain Garden Info - CHC.pdf WOODINVILLE 7343 E. MARGINAL WAY S. SEATTLE, WA 98108 Tel. 1-877-764-5748 Fax: (206) 832-3161 Invoice Number: 0000184385 Federal ID No. 91 - 1537557 Customer ID: 007879 Bill-to Address: Invoice Date:7/19/2014 GREENING AMERICA, INC LARRY Page:1 19428 STATE ROUTE 9 SE SNOHOMISH, WA 98296-5396 P.O. Number Payment Term:NET30 *007879-0000184385* GREENING AMERICA, INC DateDescriptionRef. No.PO No.QuantityUnit Unit PriceAmount Site 007879-0027 - EDMONDS MEDICAL DENTAL - GA - 6100 238TH ST SE Other Charges 07/19/14BIORETENTION SOIL – (Gravelly Loamy Sand) 31246715.00CUBICY 07/19/14BIORETENTION SOIL– (Gravelly Loamy Sand) 31249915.00CUBICY 07/19/14BIORETENTION SOIL– (Gravelly Loamy Sand) 31252313.00CUBICY 07/19/14BIORETENTION SOIL– (Gravelly Loamy Sand) 31256213.00CUBICY 07/19/14BIORETENTION SOIL– (Gravelly Loamy Sand) 31258513.00CUBICY WOODINVILLE 7343 E. MARGINAL WAY S. SEATTLE, WA 98108 Tel. 1-877-764-5748 Fax: (206) 832-3161 Invoice Number: 0000184386 Federal ID No. 91 - 1537557 Customer ID: 007879 Bill-to Address: Invoice Date:7/21/2014 GREENING AMERICA, INC LARRY Page:1 19428 STATE ROUTE 9 SE SNOHOMISH, WA 98296-5396 P.O. Number Payment Term:NET30 *007879-0000184386* GREENING AMERICA, INC DateDescriptionRef. No.PO No.QuantityUnit Unit PriceAmount Site 007879-0027 - EDMONDS MEDICAL DENTAL - GA - 6100 238TH ST SE Other Charges 07/21/14BIORETENTION SOIL– (Gravelly Loamy Sand) 31262513.00CUBICY 07/21/14BIORETENTION SOIL– (Gravelly Loamy Sand) 31265513.00CUBICY 07/21/14BIORETENTION SOIL– (Gravelly Loamy Sand) 31269113.00CUBICY 07/21/14BIORETENTION SOIL– (Gravelly Loamy Sand) 31273513.00CUBICY 07/21/14BIORETENTION SOIL– (Gravelly Loamy Sand) 31279113.00CUBICY 07/21/14BIORETENTION SOIL– (Gravelly Loamy Sand) 31284613.00CUBICY 07/21/14BIORETENTION SOIL– (Gravelly Loamy Sand) 31287613.00CUBICY BELLEVUE YARD 7343 E. MARGINAL WAY S. SEATTLE, WA 98108 Tel. 1-877-764-5748 Fax: (206) 832-3161 Invoice Number: 0000184398 Federal ID No. 91 - 1537557 Customer Service Contact: CUN100 Not used at Edmonds Not used at Edmonds Clinic Clinic Customer ID: 007879 Customer ID: 007879Customer ID: 007879 Customer ID: 007879 Bill-to Address: Invoice Date:7/22/2014 GREENING AMERICA, INC LARRY Page:1 19428 STATE ROUTE 9 SE SNOHOMISH, WA 98296-5396 P.O. Number Payment Term:NET30 *007879-0000184398* GREENING AMERICA, INC DateDescriptionRef. No.PO No.QuantityUnit Unit PriceAmount Site 007879-0026 - VELOCITY APARTMENTS - GREENING AMERICA, INC - 969 118TH AVE SE Other Charges 07/22/14LIGHT WEIGHT MIX31321540.00CUBICY WOODINVILLE 7343 E. MARGINAL WAY S. SEATTLE, WA 98108 Tel. 1-877-764-5748 Fax: (206) 832-3161 Invoice Number: 0000184399 Federal ID No. 91 - 1537557 Customer ID: 007879 Bill-to Address: Invoice Date:7/22/2014 GREENING AMERICA, INC LARRY Page:1 19428 STATE ROUTE 9 SE SNOHOMISH, WA 98296-5396 P.O. Number Payment Term:NET30 *007879-0000184399* GREENING AMERICA, INC DateDescriptionRef. No.PO No.QuantityUnit Unit PriceAmount Site 007879-0027 - EDMONDS MEDICAL DENTAL - GA - 6100 238TH ST SE Other Charges 07/22/14BIORETENTION SOIL– (Gravelly Loamy Sand) 31300013.00CUBICY BELLEVUE YARD 7343 E. MARGINAL WAY S. SEATTLE, WA 98108 Tel. 1-877-764-5748 Fax: (206) 832-3161 Invoice Number: 0000184534 Federal ID No. 91 - 1537557 Customer Service Contact: CUN100 Not used at Edmonds Not used at Edmonds Clinic Clinic Customer ID: 007879 Customer ID: 007879 Customer ID: 007879 Bill-to Address: Invoice Date:7/24/2014 GREENING AMERICA, INC LARRY Page:1 19428 STATE ROUTE 9 SE SNOHOMISH, WA 98296-5396 P.O. Number Payment Term:NET30 *007879-0000184534* GREENING AMERICA, INC DateDescriptionRef. No.PO No.QuantityUnit Unit PriceAmount Site 007879-0026 - VELOCITY APARTMENTS - GREENING AMERICA, INC - 969 118TH AVE SE Other Charges 07/24/14LIGHT WEIGHT MIX31364520.00CUBICY WOODINVILLE 7343 E. MARGINAL WAY S. SEATTLE, WA 98108 Tel. 1-877-764-5748 Fax: (206) 832-3161 Invoice Number: 0000184535 Federal ID No. 91 - 1537557 Customer ID: 007879 Bill-to Address: Invoice Date:7/24/2014 GREENING AMERICA, INC LARRY Page:1 19428 STATE ROUTE 9 SE SNOHOMISH, WA 98296-5396 P.O. Number Payment Term:NET30 *007879-0000184535* GREENING AMERICA, INC DateDescriptionRef. No.PO No.QuantityUnit Unit PriceAmount Site 007879-0027 - EDMONDS MEDICAL DENTAL - GA - 6100 238TH ST SE Other Charges 07/24/14BIORETENTION SOIL– (Gravelly Loamy Sand) 31359315.00CUBICY BELLEVUE YARD 7343 E. MARGINAL WAY S. SEATTLE, WA 98108 Tel. 1-877-764-5748 Fax: (206) 832-3161 Invoice Number: 0000184536 Federal ID No. 91 - 1537557 Customer Service Contact: CUN100 Customer ID: 007879 Bill-to Address: Invoice Date:7/24/2014 GREENING AMERICA, INC LARRY Page:1 19428 STATE ROUTE 9 SE SNOHOMISH, WA 98296-5396 P.O. Number Payment Term:NET30 *007879-0000184536* GREENING AMERICA, INC DateDescriptionRef. No.PO No.QuantityUnit Unit PriceAmount Site 007879-0028 - EDMONDS MEDICAL DENTAL - GA - 969 118TH AVE SE Other Charges 07/24/14COMPOST - FINE31364830.00CUBICY 07/24/14COMPOST - FINE31365030.00CUBICY 07/24/14COMPOST - FINE31372435.00CUBICY CEDAR GROVE COMPOSTING 7343 E. MARGINAL WAY S. SEATTLE, WA 98108 Tel. 1-877-764-5748 Fax: (206) 832-3161 Invoice Number: 0000184580 Federal ID No. 91 - 1537557 Customer ID: 007879 Bill-to Address: Invoice Date:7/25/2014 GREENING AMERICA, INC LARRY Page:1 19428 STATE ROUTE 9 SE SNOHOMISH, WA 98296-5396 P.O. Number Payment Term:NET30 *007879-0000184580* GREENING AMERICA, INC DateDescriptionRef. No.PO No.QuantityUnit Unit PriceAmount Site 007879-0023 - CHCSC EDMONDS MEDICAL CLINIC -GREENING AMERICA - 23320 HIGHWAY 99 Other Charges 07/18/143-WAY TOPSOIL000049464330.00 07/18/143-WAY TOPSOIL000049464630.00 Total New Charges:$1,050.00 GRAIN SIZE ANALYSIS - MECHANICAL Date SampledProjectProject No.Soil Description Sand Rock Blend 5/6/2014Cedar GroveKE140069A Tested ByLocationEB/EP NoDepth MSImport Wt. of moisture wet sample + Tare269.98Total Sample Tare295.68 Total Sample wt + tare1458.53 Wt. of moisture dry Sample + Tare266.12 Total Sample Wt1162.9 Wt. of Tare99.18 Total Sample Dry Wt1136.6 Wt. of moisture Dry Sample166.94 Moisture %2% Specification Requirements Sieve No. Diam. (mm)Wt. Retained (g)% Retained% PassingMinimumMaximum -- 376.10.0100.0 2.5640.0100.0-- 250.80.0100.0-- 1.538.10.0100.0-- 125.40.0100.0-- 3/419204.5618.082.0 1/212.5590.251.948.1 3/89.51590.2451.948.1 #44.76598.6352.747.3 #82.38730.4264.335.7 #102767.6667.532.5 #201.18945.0983.216.8 #400.61074.5894.55.5 #600.251117.7798.31.7 #1000.1491127.3499.20.8 #2000.0741129.7399.40.6 US STANDARD SIEVE NOS. NO.4NO.40 3"3/4" NO.16 NO.200 100 80 Percent Finer 60 40 20 0 1001010.10.01 Silt and Clay Sand Gravel Coarse CoarseFineMediumFine Grain Size, mm ASSOCIATED EARTH SCIENCES, INC. 911 5th Ave., Suite 100 Kirkland, WA 98033 425-827-7701 FAX 425-827-5424 SubmittalReviewLetter 2255SquakMountainLoopSW,Issaquah,WA98027 T:(425)864-8246•E:cpkovac@cekonw.com TO:AbbottConstruction DATE:May22,2014 3408–1 st Ave.,South PROJECTNAME:CHC–EdmondsClinic Suite101 CEKOPROJECT#:15011.01 Seattle,WA98134 SUBMITTAL#:328400–002A SRL#:SRL-CHC-328400–002A-01 Mr.MichaelSloane PAGE:1of3 ATTENTION: includingthiscoverletter msloane@jrabbott.com Contractorshallcomplywiththeaction(s)notedbelowregardingtheenclosedsubmittal(s). NEN=NoExceptionsNotedR=RejectedSSI=SubmitSpecifiedItem MCN=MakeCorrectionsNotedR&R=ReviseandResubmitNR=NotReviewed Referto ItemActionComment(s)TitleofSubmittal/DrawingManufacturerorSupplier 1NEN1,2CompostCedarGrove 2NEN1RainGardenGravelCedarGrove Comment(s): 1)Ingeneral,thesubmittalappearstobeappropriatefortheitemlistedabove.CorrectionsorCommentsmadeonthe submittalsduringthisreviewdonotrelievethecontractorfromcompliancewiththerequirementsofthedrawingsand specifications,andoftheapplicablejurisdictions.Thischeckisonlyforreviewofgeneralconformancewiththedesign conceptoftheprojectandgeneralcompliancewiththeinformationgiveninthecontractdocuments.Thecontractoris responsibleforconfirmingandcorrelatingallquantitiesanddimensions,selectingfabricationprocessesandtechniques ofconstruction,coordinatinghis/herworkwiththatofallothertrades,andperforminghis/herworkinasafeand satisfactorymanner. 2)Thisitemmayneedtobereviewedbythelandscapearchitect. Signed: CEKO COPY:nameco.email SeanDoullAbbottsdoull@JRABBOTT.com ChristopherP.Kovac,P.E.,LEED®AP c:\\ceko\\projects\\active\\15011.01-chc-edmonds\\construction\\submittals\\328400-002a-revisedbioretentionsoil\\srl-chc-328400-002a-01r.docx GRAIN SIZE ANALYSIS - MECHANICAL Date SampledProjectProject No.Soil Description Sand Rock Blend 5/6/2014Cedar GroveKE140069A Tested ByLocationEB/EP NoDepth MSImport Wt. of moisture wet sample + Tare269.98Total Sample Tare295.68 Total Sample wt + tare1458.53 Wt. of moisture dry Sample + Tare266.12 Total Sample Wt1162.9 Wt. of Tare99.18 Total Sample Dry Wt1136.6 Wt. of moisture Dry Sample166.94 Moisture %2% Specification Requirements Sieve No. Diam. (mm)Wt. Retained (g)% Retained% PassingMinimumMaximum -- 376.10.0100.0 2.5640.0100.0-- 250.80.0100.0-- 1.538.10.0100.0-- 125.40.0100.0-- 3/419204.5618.082.0 1/212.5590.251.948.1 3/89.51590.2451.948.1 #44.76598.6352.747.3 #82.38730.4264.335.7 #102767.6667.532.5 #201.18945.0983.216.8 #400.61074.5894.55.5 #600.251117.7798.31.7 #1000.1491127.3499.20.8 #2000.0741129.7399.40.6 US STANDARD SIEVE NOS. NO.4NO.40 3"3/4" NO.16 NO.200 100 80 Percent Finer 60 40 20 0 1001010.10.01 Silt and Clay Sand Gravel Coarse CoarseFineMediumFine Grain Size, mm ASSOCIATED EARTH SCIENCES, INC. 911 5th Ave., Suite 100 Kirkland, WA 98033 425-827-7701 FAX 425-827-5424