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Home My WebLink AboutEngineering 615 SW 8iltmore Street o Port St.Lucie,Florida 34983 r \.. �� 77Z-408-1050NoU 4 o Toll Free:877-NUTTING(638-8464) Yp F Fax:772-408-1049 `D�IN, < t Palm Beach 561-736-4900 ll of Florida Inc. Established 1967 Broward 954-941-8700Miami=Dade 305-557-3083 Your Project is;Our Commitment rr�nrrr✓coa�tc6ca�eaa�doeers.coc� v u i December 8, 2017 0i Ln Pools by Greg Q) 8886 South Federal Highway E Port St. Lucie, Florida 34952 •> Re: Pool Backfill Evaluation RECEIVED W Kurth Residence JAN 0 9 2098 520 N FFA Road o Ft. Pierce, FL ST. Lucie county, Permitting a Permit No.: Q Ln 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: L ai 1) South elevation of the pool area. 2) North elevation of the pool area 3) East elevation of the pool area. It is our opinion that the pool backfill as indicated by the above test locations has w been compacted to a density of the order of 95 percent modified Proctor. 2 We appreciate this opportunity to be of service. Should you have any questions, .y please contact our office at your convenience. Respectfully Submitted, NUTTING ENGINEERS OF FLORIDA, INC. Ln c 4+ M RicI G oss- ," i; P.E. #42603 ra ProjrEngineer s Pools by Greg—Kurth - u a) O APPROVE® O FFICES I Palm Beach Miami-Dade I FILE C St. Lucie I_ MOBILEC�ETE F j TECHNOLOGIES MAY y Metered and Mixed Fresh On=Site r?, . .-. ❑VISA .: 772:466 5070 ;: ❑AMEX w 3825 Selvitz Road, -t Plerce, Florida 34981 <° Date Cubic yds ordered ' s Time of job: : Customer.Name I-' Phone Dellvery,Address - --- -- -.: City - ,s Project Name P O#: A T rn D YARDS MIX DESI,G PEA ROCK PRICE n Z USED REG/PUMP #57/6T PER YD AMOUNT c tT1 I{ r M 77 00 FaBER/:AD MIX .. OTHER TIME--..... TIME; TIME DELIVERY , ON:JOB STARTED FINISHED CHARGE '+TRUCK: Z c5 ` � P `':O T FEE F. 1 SHORT:,LOAD - f Minutes of FREE _ FUELSURCHARGe T Unloading for every:yard: . ErivIRONMEryral $1 00 per Minute After SlJ TOTAL B 7 TOTAL DUE axe } RENIi4RKS r ® ; r-n trengthm lrespon o diyofconcrete Purchaser assumes full v✓hen > '� changing the calibration of•sand,rock or water,or other material requested on the ob ® I,•the undersigned,will assume all'responsibilityfcr.any damage where delivery is made inside of the curb CustomerX }:. Driver ., ----- - umber ^ s� S1 y Meter Reading ' i 7 POOLS BY GREG INC PAGE 02/02 615 SW Biitmore Weet a. Nulling Port Lucie,Florida 34983 77z-a0sIOSlnso Toll Free.077-NUTTING(688-8 464) Engineer's l:a�c77'2-A08-7049 Palm Beach 561-736_4900 99 Browardof Florida Inc Establi hed 1967 Miami-Dade de 305-870b I Miaml•I?adc 305-557-3083 your Protect is Out-Comraltmerrt www nut Unganginears.cam w u December 8, 2017 _ ro E. Pools by Greg v 8886 South Federal Highway DEC 2 7 2017 != Port St. Lucie, Florida 34952 PERMII-TING o ' Re: Pool Back iil{ Evaluation St. Lucie County, FL Kurth Residence .520 N rrA Road o Ft. Pierce, FL V Permit No.: 1710 , C?3o o CL (n Nuttin En of Florida,g Engineers g Inc. has performed geotechnical engineering services � ip for the referenced project, The area between the house and the proposed pool was M probed with a Static Cone Penetrometer to determine the level of compaction of the i backfill material. Three probes were performed at the following locations: 1) South elevation of the pool area. 2) North elevation of the pool area . 3) East elevation of the pool area. � 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 contact our office at your convenience. o Respectfully Submitted, NUTTI G ENGINEERS OF FLORIDA, INC. to /" �ossi� Cd Richal P.E. #42603 Pro Wet Engineer c Pools by Greg Kurth a, P dl OFFICES Palm Beach Miami-Dade FILE COPY St, I_ucle 23379287 POOLS BY GREG INC PAGE 01/02 !I FPS sv - DEC 2 7 2017 PEFwJi6lTi��3t 3 St. Lucie COUilh', FL A POOLS BY GREG. INC. (0)772-337-9713 (F)772-337-9287 DATE: WI Andrew W)x i From: i ANDREW.POOLSBYGREGOGMAIL.COM TO: RE: i f S • 695 5711/tailtmore Street Port S .Lucie,Florida 34983 772- � 77Z-408-1050 Toll Free:8774MUTTING(688-8464) i } Fax:772-408-9 049 Nvd__t Palm Beach 561-736-4900 Broward 954-941-8700 R_'' of Florida Inc., Established 1967 a= Miami=Dade 305-557-3083 Your Project is our tC®maeeegrosenB WVJVr enUt0nGen01neess.c0M u December 8, 2017 Pools by Greg 8886 South Federal Highway E Port St. Lucie, Florida 34952 0 > Re: Pool Backfill Evaluation w Kurth Residence - Lei 520-N FFA — o Ft. Pierce, FL v Permit No.: -234Q @n4 nnno 0300 Ln 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: % !i F 1) South elevation of the pool area. 6 2) North elevation of the pool area �, 3) East elevation of the pool area. a 0) It is our opinion that the pool backfill as indicated b the above test locations has p p Y rU been compacted to a density of the order of 95 percent modified Proctor. 5 We appreciate this opportunity to be of service. Should you have any questions, .y please contact our office at your convenience. Respectfully Submitted, _ �14UTTING EN GINEER S OF FLORIDA, INC. u L oc 417 ! -o ro Ric V`a '/Glossi; P.E. #42603 ProEngineer! u U � Pools by Greg—Kurth ,I QJ RECENE6 O v JAN 0 8 2018 0 F F I c E 5 Permitting Department Palm Beach St. Lucie COunty, FL Miami-Dade St. Lucie !