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HomeMy WebLinkAbout06120255 (2) Pre-Construction Termite Treatment 1-800-285-7378 U,,: ~ . . HULE-TT .................. ......,.,11f-.... ~. '!* RECEiveD MAY 2 Property Information -- Builder/Contractor Treatment Date .:.' ( c) I Time ) ( ) Lot I ",,' f :.{ Block (. ( j .í "1....· ?-; { ~; ... f! Name of Builder - : (" t Dr- ì ~ Subdivision Name Shell Contractor /") ] "'\'.. .-~ C ~:..,.!' . /~. ~ f< ! . ()' l {(:: ..-" ,.. ; :. "L'....-> oi t... ~ rStreet Ad'dTe'ss -(If knowñ) Construction Type , " (-... ~~... 1 \, . ~'. (" lJ . I . ~ éity .. 1'.......... Stlte (. Monolithic vi Floating/Stemwall _ - Zip Patio - Entry _ Driveway_ Owner Name (If known) Product/Treatment Information Treatment Type: Underslab -L..- Patio/Driveway _ Final _ Other - Wood Treatment - "'",\ ff l "(~; / (" P:¡:vbuilö TC CJP¿ffl1cthRH .f·· Product: Disodium Octaborate (Boracare ) ·\_.r.........·,........· Other Concentration I (~J Mixed Product Applied L~" / " I U.:,]_¡ Square Feet Treated - -) ('~I '.l") '. ....-- Linear Feet Treated o If this box is checked, then Final Perimeter treatment has been completed and the following statement is applicable: Certificate of Compliance: This building has received a complete treatment for the prevention of subterrranean termites. This treatment is in accordance with the rules and laws established by the Florida Department of Agriculture and Consumer Services. f c L.~ '\?~ \ ,_! \\(I((-~ Applicator's Name (please print) _.', /~~~:?,.// ' /'<~~~f'~ j ¡,/ . ApPlicatotf~~ture i ~~ HES- TEO 19 Rev 05/06 ©Hulett Environmental Services .... ..... -.... -__....__ J. __ ._ --'-'... ,u...L£._ .-.-~" -'~~-._---'~~._"""-,..,-,. ., ...- . _._~,~......'-- ,~____",----",_~__--,-.,"--. --~"-"~-------._..c~,"-,~_"_. .~~__.____.__. ~ A. M. ENGINEERING AND TESTING, INC. 590 N. W. MERCANTILE PLACE PORT ST. LUCIE, FLORIDA 34986 OFFICE: (772) 924-3575 FAX: (772) 924-3580 DENSITY OF SOIL IN PLACE Client: Shear Construction & Development, Inc. 6817 Southwest 81 st Terrace Miami, Flo rida 33143 Client Lot 14 at Avalon Beach, 172 Ocean Estates Drive St. Lucie County, Florida Footings & Column Pads Report Date: Project No.: Lab No.: Technician: Page No.: Permit No.: May 23, 2007 PSL1843 2 M. MacAdie 1 of 1 0612-0255 Contractor: Site: Field Test Results Proctor Compaction Eleva- Max Test Date Location tion Dry Probe Dry In Min Pass/ No. Tested (ft) HCP H2O Density Depth Density Place Req'd Fail ~ % (pet) (in) (pet) (0/Ó ) (% ) 1 5/17/07 North S ide, Center o - 1 50 10.6 110.0 12 114.0 96.5 95 P 2 East S ide, Center o - I 60 9.1 110.5 12 114.0 96.9 95 P ..., West Side, Center o - I 40 9.7 1 09. I 12 114.0 95.7 95 P -' 4 South S ide, Center o - I 80 8.3 113.4 12 114.0 99.5 95 P 5 Center Column Pad o - I 45 9.0 I 09 . 7 12 114.0 96.2 95 p 6 East Side Column Pad, South Pad o - I 60 8.2 110.9 12 114.0 97.3 95 p 7 West Side Column Pad, North Pad o - 1 50 10.7 110.2 12 114.0 96.7 95 P West Side Column Pad, 2nd Pad 8 5/23/07 from South o - 1 60 9.6 111.4 12 114.0 97.7 95 P Remarks: · Elevations are below bottom of footing. · Field density tests were perfonned in general compliance with ASTM D2922, Density of Soil in Place by Nuclear Methods. · Hand Cone Penetrometer (HCP) tests, in conjunction with infonnation about the soil type, are empirically correlated to the relative density of the subsurface soils. · Laboratory Proctor maximum dry density was detennined in accordance with ASTM D 1557.RECEIVED MAY 2 3 2007 Public Works St. Lucie County, FL Distribution: Client-3 Reviewed by: A. M. NGINEERING AND TESTING, INC. 5P3;67 PCM/ ah I Paul ,C. Martin~ P.E. Florida Registratiol1 No. 65051 Server-ame company, HI Data Shear C onstrllction & Deve/opmem - -l va/on Beach - PSL /8.J3 l - F ootl/1gs and CO/limn Pads