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Home My WebLink AboutKSM Soil Compaction Reportf_- ur cy1 Ar L-3.ML KELLER, SCHLEICHER & MacWILLIAM ENGINEERING AND TESTING, INC. MARTIN (772) 337-7755 P.O. BOX 78-1377 SEBASTIAN FL 32978-1377 SEBASTIAN (772) 589-0712 PALM BEACH (561) 845-7445 www.ksmengineering.net MELBOURNE (321) 768-8488 FAX (561) 845-8876 E-Mail: KSM@KSMENGINEERING.NET ST. LUCIE (772) 229-9093 C.A.: 5693 FAX (772) 589-6469 SOIL COMPACTION REPORT ASTM D 1557 and ASTM D 2922 DATE TESTED February 15, 2018 KSM JOB # : 180538-1 d/SS/ct PERMIT # 1711-0351 CONTRACTOR Wynne Development JOB LOCATION 12 Ecuador Spanish Lakes Country Club Fort. Pierce, Florida ITEM TESTED Compacted Foundation Fill TEST LOCATION DEPTH * PEN DRY MAX. DRY PERCENT OF SAMPLE READ DENSITY PROCTOR VALUE COMPACTION 1. S. E. 0" - 12" 33 105.2 110.0 95.6 2. S.W. 1139 108.7 98.8 3. Center 38 108.1 98.3 4. N.W. 30 104.7 95.2 5. N. E. .....3.7 ; . :...107.2 97.5 Soil Description: Brown Sand with Some Clay In Place Moisture: 6.1 Percent Optimum Moisture: 12.0 Percent Max. Dry Density: 110.0 P.C.F. @ Test Locations The Density & Penetrometer Readings Indicate the Degree of Compaction Meets Minimum Required for 5js*ed�FaIgqdation. �P'er��tadRi� men to Natural Grade. o _.� .. P C F D R Y 111.0 I I I I I I I I I I I I I I I I I I 110.0 Ti . I I I I I I I I I I I I I I I I I I I I I 108.0—.1—..—.I.—..-1.—..J..—.. —... I I I I I I I I I I I I I I I I I I 107.0-�..—.I—..—.I.—..—I.—..�..—.. I...—.., 9 10 11 12 13 14 15 N � � E ♦ Moisture - % of Dry Weight , rat1- e er, .E.: d siLTKE OF Q Ava �"S' L$ie County Building Department ..dot ' '' shlakes.com 4 �J�° 3?4�eti��f;onald G. Keller, P.E.: 37293 / SI Lic. No.: 860 / Julie E. Keller, P.E.: 68366 Planning & Development Services Building & Code Regulation Division 2300 Virginia Ave -• Fort Pierce, FL 34982 772-462-2172 Fax 772-462-6443. CERTIFICATE OF TERMITE TREATMENT CONSTRUCTION SOIL TREATMENT PERMIT #: %7 )1- o3'62 '1 BUILDER/CONTRACTOR: PEST CONTROL CONTRACTOR: B,ADD%isRESS:� )Z ) /6j A I — EVICT -A -BUG TERMITE & PEST CONTROL INC. PEST CONTROL LICENSE #: JB175775 We, the undersigned, hereby certify that we have pretreated the above described construction for subterranean termites in accordance with the standards of the National Pest Control Association. Square feet if area treated: �� 'hcmiralc t �carl- DOMINION 2L Percentage of solution: .05°i° Date of Treatment: Z Footing 1s1 Treatment Re -Treat Driveway 1st Treatment Re -Treat Other 1st Treatment Re -Treat Total gallons used: 1® Time of Treatment: ,Slab 151 Treatment Re -Treat Pools ist Treatment Re -Treat P rimeter for I Inspection Signature o xte or Date rm must e on h ob and Note: fie icked u must bb acompleted form the Inspector at time of each inspection or the scheduled Inspection each required treatment or re -treatment "' �w1/1 fail and abre inspectlon site to be p p Y fee charged. FBC104.2.6 Certificate of Protective Treatment for prevention of termites A weather resistant jobsite posting board shall be provided to receive duplicate Treatment Certlffcates as each required protective treatment IS completed, providing a copy for the person the permit is Issued to and another copy for the building permit files The Treatment Certificate shall provide the product used, identity of the applicator, time and date of the treatment, slie location, area treated, chemical used, percent concentration and number of gallons used, to establish a verifiable record of protective treatment. If the soil chemical barrier method for termite prevention Is used, final exterior treatment shall be completed prior to final building approval. St Lucie County requires for the final inspection for CO, a Permanent Sticker to be placed on the electrical panel box cover, listing all the treatments and dates of applications. ' Revised 7/24/2014 02/16/2018 15:46 7725896469_, KSM ENGINEERING PAGE 01/02 IV OIL A X%F;PAVL KELLER, SCHLEICHER & MacWILLIAM ENGINEERING AND TESTING, INC. MARTIN V72) 337-7755 P.O. BOX 78-1377, SEBASTIAN, FL. 32978-1377 SEBASTIAN (772) 589-0712 768- PALM BEACH (561) 845-7445 www.ksmengineering.net MELBOURNE (321) 229884093 FAX (561) 845-8876 E-Mail: KSM@KSMENGINEERING.NET ST. LUCIE (772) 589-6469 -90 C.A.: 5693 FAX (772) $OIL COMPACTION REPORT ASTM D 1557 and ASTM D 2922 DATE TESTED February 15, 2018 PERMIT # 1711-0351 CONTRACTOR Wynne Development JOB LOCATION 12 Ecuador Spanish Lakes Country Club Fort Pierce, Florida ITEM TESTED Compacted Foundation Fill KSM JOB # : 180538-1d/SS/ct FEB 1 *6 2018 TEST LOCATION w PEN DRY MAX, DRY PERCENT OF SAMPLE DEPTH READ DENSITY PROCTOR VALUE COMPACTION 1. S.E. w -12" 33 106.2 110.0 95.6 2. S.W, 39 108.7 98.8 3. Center 38 108.1 98.3 4. N.W. 30 104.7 95.2 5. N.E. „ 37 .. ... 107.2 IT 97.5 Soil Description: Brown Sand with Some Clay W In Place Moisture: E 6.1 Percent I Optimum Moisture: H 12.0 Percent T Max. Dry Density: P 110.0 P.C.F. C @ Test Locations The Density & Penetrometer Readings Indicate the Degree of Compaction Meets Minimum Required N.•k�gcm�+ ,'Vo• A Ju . Keller, iI�I't�6� to Natural Grade. F D R Y I 1 I I 1 I I I I I I I 110.0 — . �.._.. ._... I I I I I I I I I I I 109.0 ..—•l——I...._i._.. I. _.. I..�. • 1 I I I I I 108.0 ..^.l_.._ .I._.._l._..J.._.. _.._ I f I I I 107.0 1 I I I I I l 1 I 1 I 9 10 .11 12 13 14 15 County Building Department kes.com Moisture - % of Dry Weight File PARTIAL APPROVAL W - a m► r►°0 Ronald G. Keller, P.E.: 37293 / SI Lic. No.: 860 / • Julie E, Keller, P.E.: 68366 Te CP % 9e KELLER, SCHLEICHER & MacWILLIAM ENGINEERING AND TESTING, INC. MARTIN (772) 337-7755 P.O. BOX 78-1377, SEBASTIAN, FL 32978-1377 SEBASTIAN (772) 589-0712 PALM BEACH (561) 845-7445 www.ksmengineering.net MELBOURNE (321) 768-8488 FAX (561) 845-8876 E-Mail: KSM@KSMENGINEERING.NET ST. LUCIE (772) 229-9093 C.A.: 5693 FAX (772) 589-6469 SOIL COMPACTION REPORT ASTM D 1557 and ASTM D 2922 DATE TESTED February 15, 2018 KSM JOB # : 180538-1d/SS/ct PERMIT # 1711-0351 CONTRACTOR Wynne Development JOB LOCATION 12 Ecuador Spanish Lakes Country Club Fort Pierce, Florida ITEM TESTED Compacted Foundation Fill TEST LOCATION DEPTH * PEN DRY MAX. DRY : PERCENT OF SAMPLE READ DENSITY PROCTOR VALUE COMPACTION 1. S. E. 0" -12" 33 105.2 110.0 95.6 2. S.W. 1139 108.7 If98.8 3. Center 38 108.1 It98.3 4. N.W. 30 104.7 95.2 5. N.E. 37 ...:...107.2 97.5 Soil Description: Brown Sand with Some Clay In Place Moisture: 6.1 Percent Optimum Moisture: 12.0 Percent Max. Dry Density: 110.0 P.C.F. I ._ C @ Test Locations The Density & Penetrometer Readings Indicate the Degree of Compaction Meets Minimum Required for S oahgd ffpyn dation. * rj., adtigas,�l9�lcen to Natural Grade. F D R Y 111.0 I I I I I I I I I I I I I I I I I I 110.0 T— _ _.._ • _ _.. _..i.._... I I I I I I I I I I I I I I I I 1 09.0 — — — • — .. _ _ .. _ .. T .. _ ... 108.0 _.J_.._.I._.._l._..J.._.. _... I I I I I I I I I I I I I I I I I I 107.0—.._.�_.._.j._.._E._..�.._.. 9 10 11 12 13 14 15 No Moisture - % of Dry Weight 6 ler.E '' q re I��A$E �f J d- ai t�,�Cie County Building Department t©'. orshlakes.com dg A�� C9ad>Cu410,�8'nald G. Keller, P.E.: 37293 / SI Lic. No.: 860 / Julie E. Keller, P.E.: 68366 e0.