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Home My WebLink AboutSoil Report3866 PROSPECT AVENUE o SUITE 9 o WEST PALM BEACH, FLORIDA,33404 ° (561) 881-1939 June 16, 2020 Jovany Loza 4194 Happiness Street West Palm Beach, FI 33406 RE: SOIL REPORT — Proposed One -Story (Approx. 2,400 Sq. Ff.) Residence - Lakewood Park - UNIT #10 - BLOCK #132, LOT #20 - 6607 DELAND AVENUE - PCN 1301-612-0336-000-0 - St. Lucie County, Fl (Allterra Job No. 20-274) Gentlemen: The following is a report of the soil investigation for the proposed structure on the above referenced site. The testing is in accordance with accepted Engineering practice and certain requirements of chapter 18 of the 2017 Edition of the Florida Building Code. A total of two Penetration. Tests were advanced at finished grade to the depth and at the location as noted on the attached boring logs. As can be seen from the attached soil boring logs, the majority of the foundation soils consists of a Grey and Brown Fine Sand, trace of marl and surficial roots (topsoil). The water table was noted as occurring approximately 3.5 feet below the existing ground elevation immediately upon completion of the borings. Based on the "blow count" of the Penetration Tests, the foundation soils are generally in a "very loose to medium" state of relative density. Due to the relative density of the foundation soils, the following recommendations are made to achieve a minimum soil bearing value of 2,500#/ft.2. 1. Complete normal clearing and grubbing operations over the entire building pad area. (The building pad area is defined as a minimum of five feet beyond the proposed building lines). 2. At this elevation, apply a heavy, smooth -drum vibratory roller with a minimum of four overlapping passes. 3. If required, using a clean, suitable fill material, fill the building pad area in one -foot lifts to the finished pad elevation using the same compactive effort noted above. FILE COPY Proposed One -Story (Approx. 2,400 Sq. Ft.) Residence - June 16, 2020 Lakewood Park - UNIT #10 - BLOCK #132, LOT #20 - 6607 DELAND AVENUE - PCN 1301-612-0336- 000-0 - St. Lucie County, FI // Jovany Loza 4. Test the completed building pad area to ensure a minimum density of 95% of the modified proctor. Following the above procedures, a minimum soil bearing value of 2,500#/ft.2 can be anticipated for the proposed structure. This value is based on a footing width of 16" to 36 with the bottom of footing located a minimum of 8" to 24" below the finished pad elevation or standard monolithic slab construction. Note should be made that this investigation may not depict variations that possibly exist intermediate of the attached test boring locations, or in untested areas of the property. Should variations become evident, this office must be contacted to re-evaluate our recommendations based upon on -site inspection and/or testing of the variant conditions. It shall be the responsibility of the owner or contractor to maintain the building pad in a manner that will preclude soil erosion. Note should be made that "proper consideration by the owner or contractor shall be given for the protection of the adjoining buildings and properties, prior to the commencement of work." - This investigation was for structural purposes only. Environmental conditions and/or water quality are not part of this investigation. Our report has been prepared specifically for this project. It is for the exclusive use of our client and their representatives. Authorization for publication of statements, conclusions, or extracts from our reports is reserved pending our written permission. Our work has used methods and procedures consistent with local foundation engineering practices. No other warranty, expressed or implied, is made. We do not guarantee project performance in any respect, only that our work meets normal standard of professional care. If you have any questions concerning this report, or desire any additional information, please feel free to contact our office. Sincerely, Allterra Engineering & Tev'hg�P.-00� Florida certificate of Authori ation 139 GENSF�i � O y No.35551 arim-Conrado, P-Eo Senior Engineer - Florida gnseAlAq�er 355 AKC/ kns .,I TONAL Enclosures 2 3866 PROSPECT AVENUE • SUITE 9 • WEST rHLM DCM1111, I -- PROJECT Lakewood Park -UNIT #10 -BLOCK #132, LOT #20 - 6607 DELAND AVENUE - PCN 1301-612-0336-000-0 - St. BORING NO. 1 Lucie County, FI LOCATION Northwest Corner of Building Area (Approximate) PROPOSED ONE-STORY (APPROX. 2,400 SQ. FT.) RESIDENCE DEPTH Sample DESCRIPTION OF MATERIAL No 0"-6" Dark Grey Fine Sand, trace of roots (topsoil) 6"-1' Grey Fine Sand V-4' Brown Fine Sand 4'-6' Dark Grey Fine Sand Blows Per Foot DEPTH 1-1 1 2-2 2 3-5 3 8-9 4 10-12 5 6-5 6 5-6 -7 a 7 a 6'-11' Light Grey Fine Sand, trace of marl 11- I V-12' Light Grey Fine Sand 22- 24- 26- 12'-15' Brown Fine Sand JOB N o . 20-274 CLIENT Jovan Loza DATE 6/15/20 DRILLER TM/SN WATER TABLE 3.5' TEST DATA In general accordance with ASTM D-1586 These Soil Boring Tests are Representative of and Apply to the Exact Location and Depth of the Boring. AUTONS OR EXTRACTS FROM HORIZATION RI GARDING OUR REPORTS IS RESERVED PENDING OUR I WRITTEN APPROVAL. 3866 PROSPECT AVENUE • SUITE 9 • WEST PALM btAGn, rLVRivn - \ _ -- oQn_IIcrT I nkawnnd Park - UNIT #10 - BLOCK #132, LOT #20 - 6607 DELAND AVENUE - PCN 1301-612-0336-000-0 - St. CLIENJ O B N O. 20-274 T Jovan Loza DRILLER TM/SN WATER TABLE 3.5' DATE 6/15/20 TEST DATA Dynamic Cone Penetrometer (ASTM Publication #399) These Soil Boring Tests are Representative of and Apply to the Exact Location and Depth of the Boring. AUTHORIZATION FOR PUBLICATION OF STATEMENTS, CONCLUSIONS OR EXTRACTS FROM OR REGARDING OUR REPORTS IS RESERVED PENDING OUR WRITTEN APPROVAL. 3866 PROSPECT AVENUE • SUITE 9 • Wt51 NNLivi Orrin, I�- - REPORT OF AUGERS PROJECT Lakewood Park -UNIT #10 -BLOCK #132, LOT #20 - 6607 DELAND AVENUE - PCN 130 CLIENT Jovany Loza 1-612-0336-000-0 - St. Lucie County, FI SAMPLED BY TM/SN DATE- 6/15/20 JOB NO. 20-274 *WATER LOCATION DEPTH DESCRIPTION TABLE PROPOSED ONE-STORY (APPROX. 2,400 SQ. FT.) RESIDENCE Northeast Corner 0"-6" Dark Grey Fine Sand, of Building Area trace of roots (topsoil) 6"-1' Grey Fine Sand 1'-4' Brown Fine Sand 3.5' 4'-10' Probed Sand Southwest Corner 0"-6" Dark Grey Fine Sand, of Building Area trace of roots (topsoil) 6"-1' Grey Fine Sand 1'-4' Brown Fine Sand 4'-10' Probed Sand 3.5' Center of 0"-6" Dark Grey Fine Sand, Building Area trace of roots (topsoil) 6"-1' Grey Fine Sand 1'-4' Brown Fine Sand 4'-10' Probed Sand 3.5' (ALL LOCATIONS APPROXIMATE) * Immediate Water Table These Soil Boring Tests are Representative of and Apply to the Exact Location and Depth of the Boring. Authorization for publication of statements, conclusions, or extracts from or regarding our reports is reserved pending our written approval.