No preview available
HomeMy WebLinkAboutENGINEER POOL BACKFILL EVALUATION08/30/2018 13:36 7723379287 POOLS BY GREG INC PAGE 01/01 4496. NU M ItIng 4t45Engineers SCMIY&O Of Florida Inc. I Established 1967. By Your Project is our commitment. St t!N!i0 rM#? N FILE COPY August 17, 2018 v c W E r- v W F m a w E rn a� a� C c w a N G 0 v c �a w �c u Ql Q Ql Pools by Greg 8886 South Federal Highway', Part St. Lucie, Florida. 34952 Re: Pool Backfill Evaluation Shaner Residence 7400 Bo,b 0 Link 'Way Port St. Lucie, FL Permit No.: 1806-0362 615 SW Biltmeme Street Port St. Lucie, Florida 34983 772-408-1050 roll i:ree:877-NUT11MG (688-8464 Fax-.77Z-408-7449 Palm Peach 561-736-4900 grvward 954-941-8700 Miami -Dade 305.,557-3083 vwvw.nuttlagenglacers-com RECEIVED AUG 3 0 ells ST. Lucie County, Permitting Nutting Engineers of Florida, lnc. has performed geotechnical engineering services for the referenced project. The area between the house and the proposed pool was probed with a Static Cone Penetrometer to determine the level of compaction of the backfill material. Three probes were performed at the following locations: 1) South elevation of the pool area. 2) East elevation of the pool and spa area. 3) West elevation between the patio and pool it is our opinion that: the pool backfill as indicated by the above test locations has been compacted to a density of the order of 95 percent modified Proctor. We appreciate this opportunity to be of service. Should you have any questions, please,r�c�t��Hgf�ce at your convenience_ Ix Re u cI�m'ifit@d, NE"V!j�LORIDA, INC. 0 F F I C E 5 Palm Reach Miami -Dade St. Lucie Pools by Greg-5haner Ln a, a, Ln fu C E C 0 LU LA 0 a, a Ln .0 B C :4_1 LO L Q) QJ C w fa fa 0 U .L N 0 V -C 0 W 1% OFFICES Palm Beach Miami -Dade St. Lucie _S" BY st welplf'AnnoW August 17, 2018 Pools by Greg 8886 South Federal Highway Port St. Lucie, Florida 34952 Re: Pool Backfill Evaluation Shaner Residence 7400 Bob O Link Way PortSt. Lucie, FL Permit No.: 18064,362arb 615 SW 8iltmore Street Port St. Lucie, Florida 34983 772-408-1050 Toll Free: 877-NUTTING (688-8464) Fina 772-408-1049 Palm Beach 561-736-4900 Broward 954-941-8700 Miami -Dade 305-557-3083 www.nmetingengineers.c©m FILE Copy. Nutting Engineers of Florida, Inc. has performed geotechnical engineering services for the referenced project. The area between the house and the proposed pool was probed with a Static Cone Penetrometer to determine the level of compaction of the backfill material. Three probes were performed at the following locations: 1) South elevation of the pool area. 2) East elevation of the pool and spa area. 3) West elevation between the patio and pool. It is our opinion that the pool backfill as indicated by the above test locations has been compacted to a density of the order of 95 percent modified Proctor. We appreciate this opportunity to be of service please,c\QM61113Um)ice at your convenience. ReA iafbi §Olgmitt d, N_FlIEI/�S.FLORIDA, INC. Ri� Pro Pools by Greg —Shaner Should you have any questions, i 615 SW 8iltmore Street r , , V) a, V c a� E C O 1, W L, C O V CL c C ra 0) C �L QJ e LU ra ra 0 V w O l.1 C re V s V aJ 0 a C7 OFFICES Palm Beach Miami -Dade SCAN1diEj By August 17, 2018 FCow-\/ILE Pools by Greg 8886 South Federal Highway Port St. Lucie, Florida 34952 Re: Pool Backfill Evaluation Shaner Residence 7400 Bob O Link Way PortSt. Lucie, FL Permit No.: 0806-0362 Port St. Lucie, Florida 34983 772-408-1050 Toll Free: 877-NUTTING (688-8464) Fax: 772-408-1049 Palm Beach 561-736-4900 Broward 954-941-8700 Miami=Dade 305-557-3083 www nuttingenginears.corn RECEIVED f 0 3 2018 ST. Lucie County, Permitting Nutting Engineers of Florida, Inc. has performed geotechnical engineering services for the referenced project. The area between the house and the proposed pool was probed with a Static Cone Penetrometer to determine the level of compaction of the backfill material. Three probes were performed at the following locations: 1) South elevation of the pool area. 2) East elevation of the pool arid spa area. 3) West elevation between the ,patio and pool. It is our opinion that the pool backfill as indicated by the above test locations has been compacted to a density of the order of 95 percent modified Proctor. i We appreciate this opportunity to be of service. Should you have any questions, please,5,gO0%13U/�(f)ce at your convenience. Ntg_# .I�� EIS-995;,JrLORIDA, INC. Pools by Greg—Shaner St. Lucie