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HomeMy WebLinkAboutREPORT OF GEOTHECNICAL EXPLORATIONING M FILE COPY Environmental - Geotechnical - Standard Pacific Homes, South Florida Attention: Michael Debock and John L, 3201 West Commercial Blvd. #230 Ft. Lauderdale, Florida 33309 Florida's Leading Engineering Source Materials Testing - Threshold and Special Inspections • Plan Review & Code Compliance Site: Proposed Riverbend Development: Lots 1-47 NE Corner of Gilson Rd. & W Turnabout Ln. St. Lucie County, Florida GFA Project # 12-1095.03 Dear Mr. Debock & Mr. Lonergan: GFA International, Inc. (GFA) has co engineering evaluation for the above-n and engineering service agreement for accordance with our Geotechnical Engi planned in conjunction with and authori2 EXECUTIVE SUMMARY February 14, 2014 pleted the subsurface exploration and geotechnical Brenced project in accordance with the geotechnical its project. The scope of services was completed in ;ering Proposal (12-1095.03) dated January 3, 2014, i by you. The purpose of our subsurface exploration was to classify the nature of the subsurface soils and general geomorphic conditions and evaluate their impact upon the proposed construction. This report contains the results of our subr urface exploration at the site and our engineering interpretations of these, with respect to the project characteristics described to us including providing recommendations for site preps ation and the design of the foundation system. Based on a site plan prepared by CulpE Appendix B - Test Location Plan) and constructing one and two-story residen have not received any information recommendations presented in this repi kips and the maximum wall loading will ,,was at final planned design grade. HOWE septic requirements due to the water tabl per & Terpening, Inc. dated 12-27-12 (reproduced in onversations with the client, the project consists of Is with shallow foundations on about 52 acres. We regarding structural loads. For the foundation t we assumed the maximum column load will be 70 4 kips per linear foot. At the time of drilling, the site ,r, the final planned grade may change depending on and nearby North Fork of the St. Lucie River. A total of ninety-two (92) Cone Penetrom ter Test (CPT) soundings to depths of approximately seventeen (17) feet, and forty-one ( 1) Auger Borings (AB) to depths ranging from approximately .five (5) .to ten (10) feet, blow ground surface (BGS),were completed for this study. The subsurface soil conditions encountered at this site generally consist of loose sand (SP) to a depth of 1 foot, medium dense but occasi nally loose and dense sand (SP) with silty sand (SP- SM,SM) and clayey sand (SC) layers from 1 to 10 feet, and then medium dense but occasionally loose and dense soils to the termination of the soundings. The exceptions are at the borings performed for lots 2, 6, 8, 17, 18 and 47 where slightly organic (sand with 521 NW Enterprise Drive - Port St. Lucie, Florida 349P6 - (772) 924-3575 - (772) 924.3580 (fax) - www. OFFICES THROUGHOUT FLORIDA Proposed Riverbend Development: Lots 1 St. Lucie County, Florida GFA Project No. 12-1095.03 Geotechnical Report February 14, 2014 Page 2 of 10 roots and wood) to highly organic (m ck) soil layers were encountered as shallow as 2 feet and as deep as 8% feet. Please refer to Appendix E - Record of Test Borings for a detailed account of each boring. _ The subsurface soil conditions at the proposed structures on shallow found used for foundation design. Potentially unsuitable organic soil (sai at lots 2, 6, 8, 17, 18 and 47, and GFA areas. Unsuitable soils may be encou least 5 feet outside the footprint of structural fill. Excavation equipment s that demucking visual inspection is ni performed (with the 5 foot offset outsic inspection due to water inflow, or without structure will have to be pile supported a The majority of the excavated upper sar reuse as backfill for pad construction. site are generally favorable for the support of the An allowable bearing capacity'of 2,500 psf may be d with roots and wood to muck) was encountered recommends that test pits be performed in those itered that must be excavated and removed to at he building and then backfilled with compacted could be used that allows for rapid excavation so t hindered by water inflow. If excavation cannot be the perimeter of the structures) without adequate affecting the adjacent property and structures, then the id GFA will provide additional pile recommendations, iy soils (non -organic soils) appear to be suitable for After excavation and backfill operations (where needed) are completed, the subgrade soils should be improved with compaction from the stripped grade prior to constructing the foundation pads. The top 2' feet below stripped gra a should be compacted to a minimum of 95% density prior to placing fill to achieve final grade. Fill (including stemwall backfill) should be placed in 12-inch lifts and compacted to achieve a minimum 95% density. After excavation for footings, the subgrade to a depth of 2 feet below ottom of footings should be compacted to achieve a minimum 95% density. We appreciate the opportunity to be of continued association. Please do not I comments, or if we may further assist you GF Id W. Mc4ir-, P.E. : W Sn!Ar Geoteci lgOEndh— Marrkh Ret�a7ion Nd ke5 Cop ies''� Ssipte,#�ee ervice to you on this project and look forward to a 9sitate to contact us if you have any questions or as your plans proceed. 4930 D _ vid Alker Project Manager Gfi� J Proposed Riverbend Development: Lots 1-4 Geotechnical Report St. Lucie County, Florida February 14, 2014 GFA Project No. 12-1095.03 Page 3 of 10 TAB E OF CONTENTS 1.0 INTRODUCTION................................................................................................................4 1.1 Scope of Services ........................ ................... :................ :.............................................. 4 1.2 Project Description ....................... ....................................... ............................................ 4 2.0 OBSERVATIONS................................................................................................................4 2.1 Site Inspection................................................................................................................4 2.2 Field Exploration...............................................................................................................5 2.3 Laboratory Analysis..........................................................................................................5 2.4 Geomorphic Conditions....................................................................................................5 2.5 Hydrogeological Conditions......... .............................................................................6 3.0 ENGINEERING EVALUATION AND RECOMMENDATIONS ..............................................6 3.1 General....................................... .................................................................................6 3.2 Site Preparation....................................................................................:.........................7 3.3 Design of Footings ....................... .............................................................................9 3.4 Ground Floor Slabs...................... .................................................................................9 4.0 REPORT LIMITATIONS......................................................................................................9 5.0 BASIS FOR RECOMMENDATIONS .................................................................................10 Appendix A - Vicinity Map Appendix B - Test Location Plan Appendix C - Soil Survey Map Appendix D - Notes Related to Borings Appendix E - Record of Test Borings Appendix F - Discussion of Soil Groups Proposed Riverbend Development. Lots 1-4 St. Lucie County, Florida GFA Project No. 12-1095, 03 1.0 1.1 Scope of Services The objective of our geotechnical servii summarize the test results, and di geotechnical significance for building cc within this report: Geotechnical Report February 14, 2014 Page 4 of 10 INTRODUCTION was to collect subsurface data for the subject project, ss any apparent site conditions that may have ruction. The following scope of services are provided 1. Prepare records of the soil boring log depicting the subsurface soil conditions encountered during our field exploration. 2. Conduct a review of each soil sampl� obtained during our field exploration for classification and additional testing if necessary. 3. Analyze the existing soil conditions support for the proposed structure. 4. Provide recommendations with allowable soil -bearing capacity, 5. Provide criteria and site construction. 1.2 Project Description during our exploration with respect to foundation t to foundation support of the structure, including elevations, and foundation design parameters. procedures to prepare the site for the proposed Based on a site plan prepared by Culpeper & Terpening, Inc. dated 12-27-12 (reproduced in Appendix B - Test Location Plan) and conversations with the client, the project consists of constructing one and two-story residences with shallow foundations on about 52 acres. We have not received any information regarding structural loads. For the foundation recommendations presented in this report we assumed the maximum column load will be 70 kips and the maximum wall loading will b 4 kips per linear foot. At the time of drilling, the site was at final planned design grade. Howev r, the final planned grade may change depending on septic requirements due to the water tableand nearby North Fork of the St. Lucie River. The recommendations provided herein arg based upon the above considerations. If the project orm GFA International so that we may review our description has been revised, please inf recommendations with respect to any modifications. 2.0 2.1 Site Inspection At the time of drilling, the roads and inf lots had been cleared, filled, and GFA the time of drilling. The North Fork of E RVATION S ,ucture had mostly been constructed. The referenced pates the lots were graded to final grade elevation at St. Lucie River bordered the east side, NW Gilson 60 Proposed Riverbend Development: Lots 1-4 St. Lucie County, Florida GFA Project No. 12-1095.03 Geotechnical Report February 14, 2014 Page 5 of 10 Road bordered the west side, NW Turnabout Lane bordered the south side, and residences were adjacent to the north side of the site and south of the site. 2.2 Field Exploration A total of ninety-two (92) Cone Penetror seventeen (17) feet, and forty-one approximately five (5) to ten (10) feet, study. The locations of the soundings an Location Plan". The Cone Penetromete tools. CPT tests were performed in s "Deep Quasi -Static, Cone and Friction ( in substantial accordance with ASTM F Sampling by Auger Borings". The soil samples recovered from the. soil is illustrated in Appendix E: "Record of ' might vary between the strata interfaces, reflect information from a specific test Ic locations was not provided for our field e test was approximated based upon existi obvious landmarks. The boring and sour be stressed by the proposed construction 2.3 Laboratory Analysis Soil samples recovered from our field e were visually examined in general accon obtain an accurate understanding of the thorough visual examination of the rec necessary. Bag samples of the soil eno laboratory for your inspection for 30 days writing. The recovered samples were not composition or environmental hazards additional fee, if required. 2.4 Geomorphic Conditions eter Test (CPT) soundings to depths of approximately f1) Auger Borings (AB) to depths ranging from ielow ground surface (BGS) were completed for this borings performed are illustrated in Appendix B: "Test Test (CPT) methods were used as the investigative bstantial accordance .with ASTM Procedure D-3441, me Penetration Tests of Soils" and the auger borings ocedure D-1452, "Practice for Soil Investigation and borings were visually classified and their stratification est Borings". It should be noted that soil conditions which are shown. The soil boring and sounding data ,ation only. Site specific survey staking for the test (ploration. The indicated depth and location of each g grade and estimated distances and relationships to ding depths were confined to the zone of soil likely to and knowledge of vicinity soils. doration were returned to our laboratory where they nce with ASTM D-2488. Samples were evaluated to )if properties and site geomorphic conditions. After a ,ered site soils, no laboratory testing was deemed entered during our field exploration will be held in our nd then discarded unless we are notified otherwise in lined, either visually or analytically, for chemical A would be pleased to perform these services for an We reviewed the USGS 7.5-minute series quadrangle topographic map of the area, entitled Palm City. Revisions to this map were ba ed on aerial photographs taken in 1983. The USGS map showed the project site is located on broad area with an elevation between 5 and 10 feet NGVD. The North Fork of the St. Lucie Ri ,er borders the east side of the site. The site is shown on sheet number 46 of issued by the U.S. Dept. of Agriculture in side has a channel mapped as Fluvaq depressional (40), the southeast side and :he Soil Survey of the St. Lucie County Area, Florida, March 1980. According to the Soil Survey, the west jents, frequently flooded (14) and Samsula muck, a small center area is mapped as Jonathan sand, 0 to Proposed Riverbend Development: Lots 1-4 St. Lucie County, Florida GFA Project No. 12-1095.03 5 percent slopes (19), and the remaindi (39). All are sandy soils except for Samsi underlain by sandy soils. It should be maximum depth of 80 inches (approxima of deeper soil conditions. Please refer to the soil survey. Boring logs derived from our field explc Borings". The boring logs depict the c indicate the penetration resistance value; classifications and descriptions show characterizations of the recovered soil s,, and classified in general accordance wi necessary to describe typical Florida cor for a detailed description of various soil g The subsurface soil conditions encounter depth of 1 foot, medium dense but occas SM,SM) and clayey sand (SC) layers occasionally loose and dense soils to the the borings performed for lots 2, 6, 8 roots and wood) to highly organic (mi feet and as deep as 81/2 feet. Please detailed account of each boring. 2.5 Hydrogeological Conditions On the dates of our field exploration, the from approximately'/2 to 6 feet below the was rainfall on the order of 2 to 3 inches water table measurements, and these w normal water table elevation for that seasonally depending .upon local rainfall; the water levels in the nearby North R ponding of stormwater may occur across Geotechnical Report February 14, 2014 Page 6 of 10 r of the site is mapped as Salerno and Punta sands la muck, depressional (40), in which there is 36 inches noted that the Soil Survey generally extends to a aly 63/ feet) below ground surface and is not indicative Appendix C - Soil Survey Map for a detailed report for ation are presented in Appendix E: "Record of Test ;served soils in graphic detail. The CPT soundings logged during the drilling and sampling activities. The on the logs are generally based upon visual nples. All soil samples reviewed have been depicted i the Unified Soil Classification System, modified as litions. See Appendix F: "Discussion of Soil Groups", d at this site generally consist of loose sand (SP) to a orally loose and dense sand (SP) with silty sand (SP- from 1 to 10 feet, and then medium dense but termination of the soundings. The exceptions are at 17, 18 and 47 where slightly organic (sand with ck) soil layers were encountered as shallow as 2 •efer to Appendix E - Record of Test Borings for a roundwater table was encountered at depths ranging misting ground surface. It should be noted that there within a few days of the performing the borings and er table measurements may not be indicative of the me of year. The groundwater table will fluctuate id other site specific. and/or local influences including k of the St. Lucie River with tidal influences. Brief ie site after heavy rains. No additional investigation was included in our scope of work in relation to the wet seasonal high groundwater table or any existing well fields in the vicinity. Well fields may influence water table levels and cause significant fluctuations. If a more comprehensive water table analysis is necessary, please contact our office for additional guidance: 3.0 ENGINEERING 3.1 General A foundation system for any structure mu: settlements that are tolerable, and resist subjected to over the life of the structure. TION AND RECOMMENDATIONS be designed to resist bearing capacity failures, have ie environmental forces that the foundation may be he soil bearing capacity is the soil's ability to support 60 Proposed Riverbend Development: Lots 1-4 St. Lucie County, Florida GFA Project No. 12-1095,03 loads without plunging into the soil p failures in structural design and are us The amount of settlement that a strL including: uniformity of settlement, time of the materials. Generally, total or uni affect drainage and utility connections. inches for building construction. In conl and is limited by the structural flexibility. Geotechnical Report February 14, 2014 Page 7 of 10 . Bearing capacity failures are analogous to shear sudden and catastrophic. . re may tolerate is dependent on several factors of settlement, structural dimensions and properties n settlement does not damage a structure but may iese can generally tolerate movements of several t, differential settlement affects a structure's frame The subsurface soil conditions at the pro"ect site are generally favorable for the support of the proposed structures on shallow foundatioi is. An allowable bearing capacity of 2,500 psf may be used for foundation design. Expected set lement of the structure is 1 inch or less total and less than % inch differential. 3.2 Site Preparation GFA recommends the following compaction requirements for this project: ➢ Proof Roll ..................................... ................................ 95% of a Modified Proctor ➢ Building Pad Fill ........................... ................................ 95% of a Modified Proctor ➢ Footings ....................................... ................................ 95%0 of a Modified Proctor The compaction percentages presented above are based upon the maximum dry density as determined by a "modified proctor" tot (ASTM D-1557). All density tests should be performed to a depth of 2 feet below existing grade and below bottom of footings. All density tests should be performed using the nuclear method (ASTM D-2922), the sand cone method (ASTM D-1556), or Hand Cone Penetrometer (HCP) tests. Our recommendations for preparation of the site for use of shallow foundation systems are presented below. This approach to I prgvmg and maintaining the site soils has been found to be successful on projects with similar soil ponditions. 2. Initial site preparation should consist f performing stripping and clearing operations. This should be done within, and to a distance of five (5) feet beyond, the perimeter of the proposed building footprint (includin exterior isolated columns). Test Pits should be performed at lots 2, 6, 8, 17, 18 an J 47 where slightly organic (sand with roots and wood) to highly organic (muck) soil layers were encountered as shallow as 2 feet and as deep as 8'/2 feet, and where unsuitable soils ate, encountered, they should be removed. Foundations and any belo grade remains -of any structures that are within the footprint of the new construction should be removed, and utility lines should be removed or properly abandoned so as to not affect structures or pavements. Following site stripping (and excavation where needed) and prior the placement of any fill, areas of surficial sand (not exposedlimestone) should be compacted ("proof rolled") and tested. We recommend using a steel drum vibratory roller with sufficient static weight and vibratory impact energy to achieve th required compaction. If the subgrade is too wet or t the inflow of groundwater cannobe controlled so that the compaction is not achievable, GF Proposed Riverbend Development: Lots 1-4 St. Lucie County, Florida GFA Project No. 12-1095.03 then very clean granular fill may be densified and compacted until no fL surface, and 1 foot of soil both above density. Density tests should be perfc less than one test per 2,500 squarE greater. Areas of exposed intact. I geotechnical engineer prior to fill plat 3. Fill material may then be placed in t inorganic (classified as SP, SW, GP, more than 5 percent (by weight) or( fines in excess of 12% should not lift thickness not exceeding 12-inche placement of the next lift. Density tE not less than one test per 2,500 sqt three (3) tests per lift, whichever is gi Geotechnical Report February 14, 2014 Page 8 of 10 (laced up to 1 foot above the water table, intensively rther settlement can be visually discerned at the fill and below the water table have achieved at least 95% rmed on the proof rolled surface at a frequency of not feet, or a minimum of three (3) tests, whichever is mestone shall be visually - confirmed by the project ment, in lieu of proof rolling. building pad as required. The fill material should be N, SP-SM, SW-SM, GW-GP, GP -GM) containing not iic materials. Fill materials with silt/clay-size soil used.. Fill should be placed in lifts with a maximum Each lift should be compacted and tested prior to the should be performed within the fill at a frequency of e feet per lift in the building areas, or a minimum of 4. For any footings bearing on a limestone formation, the bottom of all footing excavation shall be examined by the engineer / geologist or his representative to determine the condition of the limestone. The limestone shall by probed for voids and loose pockets of sand. Such areas shall be cleaned to depth of 3 times the greatest horizontal dimension and backfilled with lean concrete. 5. For footings placed on structural fill nr compacted native granular soils, the bottom of all footings shall be tested for compaction and examined by the engineer / geologist or his representative to determine if the soil 's free of organic and/or deleterious material. Density tests should be performed at a frequency of not less than one (1) density test per each isolated column footing and one (1) test per each seventy five (75) lineal feet of wall footings. If compaction cannot be attained due to persistent wetness or the water table near the bottom of the footing excavation, c r due to silty/clayey soil 'pumping' during compaction, GFA recommends undercutting below bottom of footing and replacement with No. 57 stone, or rock/sand fill for subgrade that cannot be compacted per recommendations (upper 2 feet). The rock/sand fill should be compacted and tamped into the excavation and inspected and verified by a representative from FA, and tested with hand cone penetrometers, probe rods, or density tests. 6. The contractor should take into accou�t the final contours and grades as established by the plan when executing his backfilling an compaction operations. Using vibratory compaction equipment recommend that you monitor nearby strut A representative of GFA International structures. A proposal for vibration moni upon request. this site may disturb adjacent structures. We :s before and during proof -compaction operations. i monitor the vibration disturbance of adjacent ng during compaction operations can be supplied Proposed Riverbend Development: Lots 1-47 St Lucie County, Florida GFA Project No. 12-1095.03 3.3 Design of Footings Footings may be designed using an a foundations should be embedded a mini shall be measured from the lowest adja( 24 inches in width and continuous stril regardless of contact pressure. Once site preparation has been perfon in this report, the soil should readily foundation system. Settlements have differential. All footings and columns they will be loaded differently and at designed. 3.4 Ground Floor Slabs Geotechnical Report February 14, 2014 Page 9 of 10 wable soil bearing pressure of 2,500 psf. Shallow um of 18 inches below final grade. This embedment nt grade. Isolated column footings should be at least footings should have a width of at least 18- inches in accordance with the recommendations described port the proposed structure resting on a shallow i projected to be less than 1-inch total and '/-inch Id be structurally separated from the floor slab, as ;rent times, unless a monolithic mat foundation is The ground floor slabs may be supported directly on the existing grade or on granular fill following the foundation site preparation and fill placement procedures outlined in this report. For purposes of design, a coefficient of sUbgrade modulus 150 pounds per cubic inch may be used. The ground floor slab should be structurally separated from all walls and columns to allow for differential vertical movement. Excessive moisture vapor transmission through floor slabs -on -grade can result in damage to floor coverings as well as cause other deleterious affects. An appropriate moisture vapor retarder should be placed beneath the floor slab to reduce moisture vapor from entering the building through the slab. The retarder should be installed in general accordance with applicable ASTM procedures including s aling around pipe penetrations and at the edges of foundations. 4.0 This consulting report has been prepared 1 other members of the design team for the in St. Lucie County, Florida. This repo accepted local geotechnical engineering The evaluation submitted in this report, is exploration,, however, the nature and exte not become evident until the time of cons necessary to reevaluate information and p event changes are made in the nature, evaluation and opinions contained in th changes are reviewed and conclusions me RT LIMITATIONS or the exclusive use of the current project owners and Proposed Riverbend Development: Lots 1-47 located t has been prepared in accordance with generally )ractices; no other warranty is expressed or implied. based in part upon the data collected during afield it of variations throughout the subsurface profile may :ruction. If variations then appear evident, it may be *ofessional opinions as provided in this report. In the design, or locations of the proposed structure, the s report shall not be considered valid, unless the dified or verified in writing by GFA International. Analysis of the foundation performance Iunder hurricane conditions or other storm events, including the effects of loss of soil support que to scour or other forces, is not within the scope of this report, and the recommendations arel valid only for normal conditions. Additional analysis 60 Proposed Riverbend Development: Lots 1-4 St. Lucie County, Florida GFA.Project No. 12-1095.03 and options for foundation systems with requested. 5.0 BASIS The analysis and recommendations sub from the tests performed at the locations report does not reflect any variations, wh representative of the subsurface conditii reaches, local variations characteristic of may be encountered. The delineation be and the description represents our interpi boring locations on the particular date dril Any third party reliance of our geotechr the expressed written consent of GFA I D-1586), CPT methodology (ASTM D used in performing our borings and resistance is specific to the sampling to advance other tools or materials. Geotechnical Report February 14, 2014 Page 10 of 10 conditions or other scenarios can be performed if RECOMMENDATIONS nitted in this report are based on the data obtained indicated, on the attached figure in Appendix B. This ,h may occur between borings. While the borings are ns at their respective locations and for their vertical the subsurface soils of the region are anticipated and iveen soil types shown on the soil logs is approximate station of the subsurface conditions at the designated aI report or parts thereof is strictly prohibited without :rnational. 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L____ 4\ • { -- I \ i ------------------------------------------_ �_-•o-____-�____ -_ '= -Approximate Cone Penetrometer Test (CPT) Sounding and/or Auger Boring (AB) Locations Appendix - Soil Survey Map GF� 27° 13' 10" N Custom Soil Resource Report Soil Map 569450 559450 569540 569630 559720 559810 3 io h Map Scale: 1:4,090 T printed on A landscape (11" x 8.5") sheet " Meters N 0 50 100 200 300 n Feet 0 150 300 600 900 Map projection: Web Mercator Comermprdinates: WGS84 Edge dcs: UTM Zone 17N WGS84 8 570260 ROL 27' 13' 10" N 569900 569990 S70080 570170 57111 3 `v Custom Map Unit Legend it Resource Report St Lucie ounty, Florida (FL111.) Map Unit Symbol ". ^" Map, lJntt Name 'Acres in AOI ., t Percent of:A01 14 Fluvaquents, frequently flooded 1.6 2.9% 19 Jonathan sand, 0 to 5 percent slopes 8.1 14.9% 39 Salemo and Punta sands 42.0 77.2% 40 Samsula muck, depressior al 2.6 4.8% 99 Water 0.1 0.2% Totals for Area of Interest 54.4 100.0% Map Unit Descriptions The map units delineated on the detailed soil maps in a soil survey represent the soils or miscellaneous areas in the survey area. The map unit descriptions, along with the maps, can be used to determine the,composition and properties of a unit. A map unit delineation on a soil map major kinds of soil or miscellaneous according to the taxonomic classific� class there are precisely defined limit however, the soils are natural phenol of all natural phenomena. Thus, the beyond the limits defined for a taxon class rarely, if ever, can be mapped classes. Consequently, every map ul for which it is named and some mint other than those of the major soils. Most minor soils have properties sirr map unit, and thus they do not affect noncontrasting, or similar, componel particular map unit description. Othe and behavioral characteristics divert management. These are called contr are in small areas and could not be, Some small areas of strongly contra+ by a special symbol on the maps. If contrasting minor components are I some characteristics of each. A few observed, and consequently they an where the pattern was so complex thl to identify all the soils and miscellarl ,11 represents an area dominated by one or more areas. A map unit is identified and named Lion of the dominant soils. Within a taxonomic for the properties of the soils. On the landscape, iena, and they have the characteristic variability ange of some observed properties may extend )mic class. Areas of soils of a single taxonomic vithout including areas of other taxonomic it is made up of the soils or miscellaneous areas components that belong to taxonomic classes ilar to those of the dominant soil or soils in the use and management. These are called Its. They may or may not be mentioned in a minor components, however, have properties ent enough to affect use or to require different asting, or dissimilar, components. They generally napped separately because of the scale used. ,ting soils or miscellaneous areas are identified ncluded in the database for a given area, the entified in the map unit descriptions along with areas of minor components may not have been not mentioned in the descriptions, especially t itwas impractical to make enough observations mus areas on the landscape. The presence of minor components jn a map unit in no way diminishes the usefulness or accuracy of the data. The objective of mapping is not to delineate pure taxonomic classes but rather to separate the landscape into landforms or landform segments that 10 Custom Spil Resource Report have similar use and management r 'quirements. The delineation of such segments on the map provides sufficient inform tion for the development of resource plans. If intensive use of small areas is plann d, however, onsite investigation is needed to define and locate the soils and miscellaneous areas. An identifying symbol precedes the map unit name in the map unit descriptions. Each description includes general facts about ut the unit and gives important soil properties and qualities. Soils that have profiles that are almo t alike make up a soil series. Except for differences in texture of the surface I yer, all the soils of a series have major horizons that are similar in composition, thick ess, and arrangement. Soils of one series can differ in textu of the surface layer, slope, stoniness, salinity, degree of erosion, and other charact ristics that affect their use. On the basis of such differences, a soil series is divided in o soil phases. Most of the areas shown on the detailed soil maps are phases of soil series. The name of a soil phase commonly indicates a feature that affects use o management. For example, Alpha silt loam, 0 to 2 percent slopes, is a phase of th Alpha series. Some map units are made up of two or more major soils or miscellaneous areas. These map units are complexes, as ociations, or undifferentiated groups. A complex consists of two or more s , ils or miscellaneous areas in such an intricate pattern or in such small areas that th y cannot be shown separately on the maps. The pattern and proportion of the soils or iscellaneous areas are somewhat similar in all areas. Alpha -Beta complex, 0 to 6 p rcent slopes, is an example. An association is made up of two or ore geographically associated soils or miscellaneous areas that are shown las one unit on the maps. Because of present or anticipated uses of the map units in I he survey area, it was not considered practical or necessary to map the soils or miscellaneous areas separately. The pattern and relative proportion of the soils or mis ellaneous areas are somewhat similar. Alpha - Beta association, 0 to 2 percent slopes, is an example. An undifferentiated group is made uo of two or more soils or miscellaneous areas that could be mapped individually but ar mapped, as one unit because similar interpretations can be made for use nd management. The pattern and proportion of the soils or miscellaneous areas in mapped area are not uniform. An area can be made up of only one of the major so Is or miscellaneous areas, or it can be made up of all of them. Alpha and Beta soils, to 2 percent slopes, is an example. Some surveys include miscellaneou$ areas. Such areas have little or no soil material and support little or no vegetation. Fjock outcrop is an example. 11 Custom Spil Resource Report St. Lucie County, Florida 14--Fluvaquents, frequently flooded . Map Unit Setting Elevation: 10 to 100 feet Mean annual precipitation 49 to 58, inches Mean annual air temperat re: 70 to 77 degrees F Frost -free period: 350 to 365 days Map Unit Composition Fluvaquents and similar s ils: 85 percent Minor components: 15 pe scent Description of Fluvaquents Setting Landform: Flood plains on marine terraces Landform position (three-dimensional): Talf Down -slope shape: Lin Bar Across -slope shape: Linear Parent material: Sandy, and loamy fluvial sediments Properties and qualities , Slope: 0 to 2 percent Depth to restrictive fea ure: More than 80 inches Drainage class: Very p orly drained Capacity of the most fi iting layer to transmit water (Ksat): Very low to moderately low (0.00 to 0.06 i /hr) Depth to water table: lbout 0 to 6 inches Frequency of flooding: Frequent Frequency of ponding: None Maximum salinity: Non saline (0.0 to 2.0 mmhoslcm) Sodium adsorption ratio, maximum: 4.0 Available water capaci�y. Low (about 5.8 inches) Interpretive groups Farmland classificatio : Not prime farmland Land capability (nonirn ated): 7w Hydrologic Soil Group: �D Other vegetative classification: Forage suitability group not assigned (G156BC999FL), Unnamed (G156BU900FL) Typical profile 0 to 7 inches: Clay 7 to 19 inches: Loamy sand 19 to 25 inches: Clay 25 to 38 inches: Sand loam 38 to 80 inches: Sand Minor Components Riviera Percent of map unit: 3 percent Landform: Flats on marine terraces Landform position (three-dimensional): Talf 12 Custom Sol Resource Report Down -slope shape: Lin ar Across -slope shape: Li iear Other vegetative classi !cation: Sandy over loamy soils on flats of hydric or mesic lowlands (G156BC 41 FL), Unnamed (G156B0003FL) Pompano Percent of map unit: 3 ercent Landform: Drainagewas on marine terraces, flats on marine terraces Landform posltlon (three-dimensional): Dip Down -slope shape: Linear Across -slope shape: C ncave Other vegetative classi !cation: Sandy soils on flats of mesic or hydric lowlands (G156BC141FL), Onnamed (G156B0003FL) Kaliga Percent of map unit: 3 ercent Landform: Depression on marine terraces Landform position (thr e-dimensional): Dip Down -slope shape: Co cave Across -slope shape: C ncave Other vegetative class! !cation: Organic soils in depressions and on flood plains (G156BC645FL), nnamed (G156BU850FL) Winder, depressional Percent of map unit: 3 ercent Landform: Depression on marine terraces Landform position (thr e-dimensional): Dip Down -slope shape. Concave Across -slope shape: C ncave, linear Other vegetative class !cation: Loamy and clayey soils on stream terraces, flood plains, or in depre sions (G156BC345FL), Unnamed (G156BU800FL) Chobee Percent of map unit: 3 ercent Landform: Depression on marine terraces Landform position (thr e-dimensional): Dip Down -slope shape: Cc ncave Across -slope shape: Concave Other vegetative classification: Loamy and clayey soils on stream terraces, flood plains, or in depressions (G156BC345FL), Unnamed (G156BU800FL) 19—Jonathan sand, 0 to 4 percent slopes Map Unit Setting Mean annual precipitatic Mean annual air tempen Frost -free period. 350 to Map Unit Composition Jonathan and similar Minor components: 10 49 to 58 inches re: 70 to 77 degrees F i5 days 90 percent 13 Custom Description of Jonathan Setting Landform: Ridges on rr Landform position (thre Down -slope shape: Co Across -slope shape: Li Parent material. Sandy Properties and qualities Slope: 0 to 5 percent Depth to restrictive fea Drainage class: Modei Capacity of the most li moderately high (C Depth to water table: F Frequency of flooding: Frequency of ponding: Maximum salinity: Nor Sodium adsorption ratj Available water capaci Resource Report ne terraces, knolls on marine terraces limensional): I nterfluve e deposits 51 to 72 inches to ortstein y well drained ig layer to transmit water (Ksat) to 0.20 in/hr) it 36 to 60 inches one cline (0.0 to 2.0 mmhos/cm) maximum: 4.0 Very low (about 1.9 inches) Moderately low to Interpretive;groups Farmland classification Not prime farmland Land capability (nonirri ated): 6s Hydrologic Soil Group: Other vegetative classi ication: Sandy soils on rises, knolls, and ridges of mesic uplands (G156BC121 FL), Unnamed (G156BU142FL) Typical profile 0 to 3 inches: Sand 3 to 68'.inches: Sand 68 to 80 inches: Sand Minor Components Hobe Percent of map unit: 3 ercent Landform: Knolls on marine terraces, ridges on marine terraces Landform position (three-dimensional): Interfluve Down -slope shape: Convex Across -slope shape: Linear Other vegetative classi ication: Sandy soils on rises, knolls, and ridges of mesic uplands (G156BC121FL), Unnamed (G156BU192FL) Pendarvis Percent of map unit: 3 ercent Landform: Rises on marine terraces, knolls on marine terraces Landform position (three-dimensional): Interfluve Down -slope shape: Convex Across -slope shape: Lnear Other vegetative class fication: Sandy soils on rises and knolls of mesic uplands (G156BC131 FL), nnamed (G156BU130FL) Waveland Percent of map unit: 2 percent Landform: Flats on marine terraces 14 Custom Landform position (thr Down -slope shape: Ci Across -slope shape: L Other vegetative class (G156BC141 FL), Salerno Percent of map unit: 2 Landform: Flats on me. Landform position (thr Down -slope shape: C( Across -slope shape: L Other vegetative class (G156BC141FL), I Resource Report Talf ear cation: Sandy soils on flats of mesic or hydric lowlands inamed (G156BU003FL) scent e terraces Talf Sandy soils on flats of mesic or hydric lowlands I(G156BU003FL) 39—Salerno and Punta sands j Map Unit Setting Mean annual precipitation:49 to 58 inches Mean annual air temperat re: 70 to 77 degrees F Frost -free period. 350 to 265 days Map Unit Composition Salerno and similar soils: 5 percent Punta and similar soils: 45 percent Minor components: 10 pe�cent Description of Punta Setting Landform: Flatwoods on marine terraces Landform position (three-dimensional): Talf Down -slope shape: Convex Across -slope shape: Linear Parent material.Sandy marine deposits Properties and qualities Slope: 0 to 2 percent Depth to restrictive feature: More than 80 inches Drainage class: Poorly drained Capacity of the most limiting layerto transmit water (Ksat): Moderately high to high (0.57 to 1.98 in/hr) Depth to water table: About 6 to 18 inches Frequency of flooding: None Frequency of ponding: None Maximum salinity. Nor saline (0.0 to 2.0 mmhos/cm) , Sodium adsorption ratio, maximum: 4.0 Available water capacity: Very low (about 2.7 inches) Interpretive groups Farmland classificatio : Not prime farmland 15 Custom Land capability (nonirric Hydrologic Soil Group: Other vegetative classy (G156BC141 FL), L Typical profile 0 to 4 inches: Sand 4 to 57 inches: Sand 57 to 80 inches: Sand Description of Salerno Resource Report 4w ition: Sandy soils on flats of mesic or hydric lowlands amed (G156BU900FL) Setting Landform: Flatwoods on marine terraces Landform position (threg-dimensional): Talf Down -slope shape: Co vex Across -slope shape: Linear Parent material: Sandy marine deposits Properties and qualities Slope: 0 to 2 percent Depth to restrictive feature: 51 to 72 inches to ortstein Drainage class: Poorly drained Capacity of the most limiting layer to transmit water (Ksat): Moderately low to moderately high (0.06 to 0.57 in/hr) Depth to water table: A 3out 6 to 18 inches Frequency of flooding: one Frequency of ponding: Mone Maximum salinity. Nonsaline (0.0 to 2.0 mmhos/cm) Sodium adsorption ratio, maximum: 4.0 Available water capacity. Very low (about 2.4 inches) Interpretive groups Farmland classification, Not prime farmland Land capability (nonirri ated): 4w Hydrologic Soil Group: A/D Other vegetative classif cation: Sandy soils on flats of mesic or hydric lowlands (G156BC141FL), Unnamed (G156B0003FL) Typical profile 0 to 5 inches: Sand 5 to 55 inches: Sand 55 to 68 inches: Sand 68 to 80 inches: Sand Minor Components Waveland Percent of map unit. 5 ercent Landform: Flatwoodsjn marine terraces Landform position (the -dimensional): Talf Down -slope shape: Cnvex Across -slope shape: Linear Other vegetative class fication: Sandy soils on flats of mesic or hydric lowlands (G156BC1.41FL), Wnn.amed (G156B0003FL) Pendarvis Percent of map unit. 5 percent 1[ Custom Landform: Knolls on m, Landform position (thre Down -slope shape: Coi Across -slope shape: Lii Other vegetative class6 (G156BC131FL), U 40—Samsula muck, Map Unit Setting Mean annual precipitatic Mean annual air tempen Frost -free period: 350 to Resource Report terraces, rises on marine terraces Tensional): I me rfl uve Sandy soils on rises and knolls of mesic uplands 1(G156BU130FL) ional 49 to 58 inches re: 70 to 77 degrees F i5 days Map Unit Composition Samsula and similar soils: 90 percent Minor components: 10 pe jcent Description of Samsula Setting Landform: Depression: Landform position (thrE Down -slope shape: Co Across -slope shape: C Parent material. Herba Properties and qualities Slope: 0 to 2 percent Depth to restrictive fea Drainage class: Very r Capacity of the most li, Depth to water table: F Frequency of flooding: Frequency of ponding: Maximum salinity: Nor Sodium adsorption rate Available water caimb Interpretive groups Farmland classificatior Land capability (nonirr, Hydrologic Soil Group: Other vegetative class (G156BC645FL), ( Typical profile 0 to 25 inches: Muck 25 to 36 inches: Muck, 36 to 53 inches: Sand on marine terraces dimensional): Dip ncave sous organic material over sandy marine deposits More than 80 inches drained I layer to transmit water (Ksat): High (1.98 to 5.95 in/hr) 0 inches requent aline (0.0 to 2.0 mmhos/cm) maximum: 4.0 High (about 9.3 inches) Not prime farmland ated): 7w ration: Organic soils in depressions and on flood plains named (G156BU850FL) sand 17 Custom Minor Components Hontoon Percent of map unit. 1 Landform: Depressior Landform position (thi Down -slope shape: G Across -slope shape: ( Other vegetative clasp (G156BC645FL), 99—Water Map Unit Composition Water. 100 percent Description of Water Interpretive groups Other vegetative c/a: (G156BC999FL) Resource Report percent on marine terraces dimensional): Dip ncave - cation: Organic soils in depressions and on flood plains inamed (G156BU850FL) Forage suitability group not assigned 18 Appendix D - Notes Related to Borings GF� RECORDS 1. Groundwater level was encountered and recor the date indicated. Fluctuations in groundwater 2. The boring location was identified in the field and survey wheel. 3. The borehole was backfilled to site grade folic when pavement was encountered. 4. The Record of Test Boring represents our inte the soil samples. 5. The Record of Test Boring is subject to the text. i RELATED TO F TEST BORING AND SUBSURFACE PROFILE (if shown) following the completion of the soil test boring on els are common; consult report text for a discussion. offsetting from existing reference marks and using a cloth tape boring completion, and patched with asphalt cold patch mix of field conditions based on engineering examination of conclusions and recommendations presented in the Report 6. "Field Test Data" shown on the Record of Tes Boring indicated as 11/6 refers to the Standard Penetration Test (SPT) and means 11 hammer blows drove the s mpler 6 inches. SPT uses a 140-pound hammer falling 30 inches. 7. The N-value from the SPT is the sum of the ha unier blows required to drive the sampler the second and third 6- inch increments. 8. The soil/rock strata interfaces shown on the R.-cords of Test Boring are approximate and may vary from those shown. The soil/rock conditions shown on the Zecords of Test Boring refer to conditions at the specific location tested; soil/rock conditions may vary between test locations. 9. Relative density for sands/gravels and consistenpy for silts/clays are described as follows: SPT CPT SANDS/GRAVELS SPT CPT SILTS/CLAYS BLOWS/FOOT KG/CM: RELATIVE DENSITY BLOWS/FOOT KG/CM2 CONSISTENCY 0-4 0-16 Very loose 0-1 0-3 Very soft 5-10 17-40 Loose 2-4 4-6 Soft 11-30 41-120 Medium Dense 5-8 7-12 Firm 31-50 121-200 Dense 9-15 13-25 Stiff 50+ over 200 Very Dense 16-30 25-50 Very stiff >30 >50 Hard 10. Grain size descriptions are as follows: NAME SIZE LIMITS Boulder 12 Inches or more Cobbles 3 to 12 Inches Coarse Gravel % to 3 Inches Fine Gravel No. 4 sieve to 1/4 inch Coarse Sand No. 10 to No. 4 sieve Medium Sand No. 40 to No. 10 sieve Fine Sand No. 200 to No. 40 sieve Fines Smaller than No. 200 sieve 11. Definitions related to adjectives used in soil/ro4 descriptions: PROPORTION ADJECTIVE APPROXIMATE ROOT DIAMETER ADJECTIVE <5% Trace Less than 1/32" Fine roots 5%to 12% Little 1/32" toll/4" Small roots 12% to 30% Some 1/4" to 1" Medium roots 30% to 50% And Greater than 1" Large roots Organic Soils: Soils containing vegetable tissue in v�rious usually a dark brown to black color, and an organic Organic Content <25%: Slightly to Highly Organic;p25% stages of decomposition that has a fibrous to amorphous texture, dor. to 75%: Muck; >75%: Peat GFi� Appendix E - Rlecord of Test Borings Gf� \ Since 1988 --s Al Florida's Leading Engineering Source AUGER BORING LOGS (ASTM D-1.452) Client: Standard Pacific Homes, South Florid Project No: 12-1095.03 Project: Proposed Riverbend Development: Lots 1-47 Lab No: NE Corner of Gilson Rd. & NW Turna out Ln. Test Date: Various: 1/28/13, St. Lucie County, FL 2/4/14 & 2/6/14 Elevation: Existing Grade Technician: - PM/WN TEST LOCATION: AB @ CPT— Lot 2 Front Depth feet color, texture,consistenc , remarks) 0-1 Li ht r'a to brown find SP1-4 Jesiption Dark brown fine sand4-7 Brown fine sand, littleSP-SM7-8'/2 Dark brown fine sanme organic silt, trace root muck PT 8'h - 10 Brown fine sand, some silt, trace roots SM Water table at 2 feet below round surface TEST LOCATION: AB@ CPT— Lot 2 Back Depth feet Des ri tion color, texture, consistency, remarks 0-5 Brown fine sand, trace sil and clay SP 5 - 6% Dark brown fine sand, s me organic silt muck 5% - 7'h Brown fine sand, little silt SP-SM 7'h - 8 Light gray to brown fines ind, trace silt and clay SP 8-9 Dark gray fine sand, traco silt and clay SP 9 - 10 Brown fine sand SP Water table at 3 feet below ground surface TEST LOCATION: AB @ Lot 3 Front I N27.22366° W80.29786° De th feet Des ri tion color, texture, consistency, remarks 0 - 2'h Gray to brown fine sand, trace silt SP 2% - 3Y2 Brown fine sand SP 3% - 6'h Light gray fine sand SP 6'/ - 8'/ Dark brown fine sand, so a silt SM 8Y2 - 10 Brown fine sand, trace ro, is SP Water table at 33/ feet b low ground surface Since 1988 -A Florida's Leading Engineering Source AUGER BORING LOGS (ASTM D-1452) Client: Standard Pacific Homes, South Florid Project No: 12-1095.03 Project: Proposed Riverbend Development: Los 1-47 Lab No: NE Corner of Gilson Rd. & NW Turnabout Ln. Test Date: Various: 1/28/13, St. Lucie County, FL 2/4/14 & 2/6/14 Elevation: Existing Grade Technician: PM/WN TEST LOCATION: AB@ CPT— Lot 3 Back. Depth (feet) Description color, texture, consistency, remarks 0 - 1'/2 Dark brown fine sand, trace e silt and clay SP 1'/ -4 Brown fine sand SP 4 - 6% Brown -fine sand, some ro is SP 6'/ - 9 Dark gray fine sand, some silt, some roots SM 9 - 10 Brown fine sand, some sit SM Water table at 1'/2 feet below ground surface TEST LOCATION: AB @ CPT— Lot 4 Back Depth (feet Description color, texture, consistency, remarks 0-1 Brown fine sand SP 1-3 Light gray fine sand, little clay SP-SM,SP-SC 3 - 4'/2 Brown fine sand SP 4'/2 - 6 Gray fine sand SP Water table at 2 feet beloiiv round surface TEST LOCATION: AB@ CPT— Lot 5 Front Depth feet Des ri tion color, texture, consistency, remarks 0-1 Brown fine sand SP 1-2 Brown to light gray fine send SP 2-3 Brown fine sand, trace roots SP 3-4 Brown fine sand, some c a SM,SC 4 - 5%2 Dark brown to dark gray.fine sand, some silt. SM 5'/2 - 6 Light brown fine sand SP Water table at 1'/4 feet below ground surface ~ f Since 1988 Florida's Leading Engineering Source AUGER BORIN LOGS (ASTM D-1452) Client: Standard Pacific Homes, South Florida Project No: 12-1095.03 Project: Proposed Riverbend Development: Los 1-47 Lab No: NE Corner of Gilson Rd. & NW Turna out Ln. Test Date: Various: 1/28/13, St. Lucie County, FL 2/4/14 & 2/6/14 Elevation: Existing Grade Technician: PM/WN TEST LOCATION: AB@ CPT— Lot 6 Back Depth (feet) Description color, texture, consistency, remarks) 0 - 11/2 Brown fine sand SP 1'h - 2 Gray fine sand SP 2 - 4'h Pale gray/brown fine sand SP 4%2 - 6'/ Brown fine sand SP 6'/2 - 7'/2 Brown fine sand, some oots (SP) (sli htl organic) 7'h - 8 Brown fine sand, little cla SP-SM,SP-SC Water table at %2 feet bel w ground surface TEST LOCATION: AB@ CPT— Lot 8 Front L aft Depth (feet) Des ri tion color, texture, consistency, remarks 0-2 Brown fine sand SP 2-3 Gray to brown fine sanc and roots, trace silt and clay SP (slightly organic) 3-4 Gray to brown fine sand P 4-5 Light brown fine sand S Water table at 3% feet below ground surface TEST LOCATION: AB@ Lot 8 Back Left I N27.223770 W80.296000 Depth feet Des ri tion color, texture, consistency, remarks 0-1 Brown fine sand, trace silt and clay, trace roots SP 1 - 2%2 Brown to gray fine sand P 2Y2 - 3'/2 Brown fine sand SP 3'/2 - 5 Light brown fine sand SP Water table at 3 feet below ground surface Since 1988 Florida's Leading Engineering Source AUGER BORIN LOGS (ASTM D-1452) Client: Standard Pacific Homes, South Florid Project No: 12-1095.03 Project: Proposed Riverbend Development: Lots 1-47 Lab No: NE Corner of Gilson Rd. & NW Turnabout Ln. Test Date: Various: 1/28/13, St. Lucie County, FL 2/4/14 & 2/6/14 Elevation: Existing Grade Technician: PM/WN TEST LOCATION: AB @ Lot 8 Front RightRight7 N27.22362° W80.29581 ° Depth feet Description color, texture, consistency, remarks 0-1 Brown fine sand, trace silt and clay, trace roots SP 1-2 Brown fine sand (SP 2 - 3'/ Light gray fine sand (SP) 3'/ - 4 Gray fine sand SP 4-5 Light brown fine sand S Water table at 3 feet belo round surface TEST LOCATION: AB @ CPT— Lot 8 Back Ri ht N27.22379° W80.295870 Depth (feet) Des�ri tion color, texture, consistency, remarks 0 - 1'/2 Brown fine sand, trace siltand clay SP 1'/2 - 2Y2 Li ht gray to brown fines nd SP 2'/ - 3'/2 Dark gray fine sand, little roots SP 3'/2 - 5 Light brown fine sand S P Water table at 3 feet below round surface TEST LOCATION: AB CPT— Lot 10 Back l Depth (feet) Des' ription color, texture, consistency, remarks 0-2 Gray to brown fine sand ISP 2-3 Dark gray fine sand, some silt SM 3-5 Light gray fine sand SP Water table at 2%2 feet below ground surface Since 1988 Florida's Leading Engineering Source AUGER BORINCI LOGS (ASTM D-1452) Client: Standard Pacific Homes, South Florid Project No: 12-1095.03 Project: Proposed Riverbend Development: L is 1-47 Lab No: NE Corner of Gilson Rd. & NW Turna out Ln. Test Date: Various: 1/28/13, St. Lucie County, FL 2/4/14 & 2/6/14 Elevation: Existing Grade Technician: PM/WN TEST LOCATION: AB @ CPT— Lot 12 Front Depth feet Desi ri tion (color, texture, consistency, remarks 0-3 Gray fine sand SP 3-5 Light gray fine sand SP Water table at 2 feet belo round surface TEST LOCATION: AB @ CPT— Lot 14 Back Depth feet Des ri tion color, texture, consistency, remarks 0 - 1 Y2 Gray fine sand, trace to little clay SP,SP-SM 1 Y2 - 3 Dark gray fine sand, little silt SP-SM 3-6 Light gray fine sand SP Water table at 2 feet bel w ground surface TEST LOCATION: AB@ CPT— Lot 15 Front Depth feet De ,cri tion color, texture, consistency, remarks 0 - 1 %2 Gray fine sand, some cl SM,SC 1'h - 2 Light gray fine sand SP 2-3 Dark gray fine sand, so a silt SM 3 - 6Y2 Light brown fine sand SP 6Y2 - 9 Brown fine sand SP 9 - 10 Light brown fine sand, li le clay SP-SM,SP-SC Water table at 1 Y4 feet b low ground surface Since 1988 Florida's Leading Engineering Source AUGER BORINP LOGS (ASTM D-1452), Client: Standard Pacific Homes, South Florida Project No: 12-1095.03 Project: Proposed Riverbend Development: L is 1-47 Lab No: NE Corner of Gilson Rd. & NW Turna out Ln. Test Date: Various: 1/28/13, St. Lucie County, FL 2/4/14 & 2/6/14 Elevation: Existing Grade Technician: PM/WN TEST LOCATION: AB @ CPT— Lot 16 Front Depth (feet) Des o ri tion color, texture, consistency, remarks) 0-1 Light gray fine sand, little Iclay (SP-SM,SP-SC) 1 - 1'/z Gray fine sand, some cla SM,SC 1'/2 - 2'/2 Light gray fine sand SP 2'/ - 3%Z Dark gray fine sand, som silt, trace roots SM 3'/ - 6 Brown fine sand SP Water table at 13/ feet be ow ground surface TEST LOCATION: AB @ CPT— Lot 17 Front ILeft Depth (feet) Des ri tion color, texture, consistency, remarks 0-1 Brown fine sand, trace cl SP 1 - 1'/2 Light gray fine sand SP 1'/z - 2'/2 Grayto brown fine sand, ittle roots SP 2'/2 - 5 Light gray fine sand SP 5-8 Dark brown fine sand, so a silt SM 8-9 Light brown fine sand, lift a silt and clay SP-SM Water table at 2% feet below ground surface TEST LOCATION: AB @ CPT— Lot 17 Back IRight Depth (feet) Description color, texture, consistency, remarks 0-1 Gray fine sand SP ' 1-4 Light gray fine sand SP 4-6 Gray to brown fine sand, some roots (highly organic) PT 6-6 Dark brown fine sand a d roots (highly organic) PT 6-9 Dark brown fine sand, some silt SM 9 - 10 Brown fine sand, little cla) SP-SM,SP-SC Water table at 3% feet below ground surface � "Since 1988� _ f Florida's Leading Engineering Source AUGER BORIN LOGS (ASTM D-1452) Client: Standard Pacific Homes, South Florida Project No: 12-1095.03 Project: Proposed Riverbend Development: Los 1-47 Lab No: NE`Corner of Gilson Rd. & NW Turna out Ln. Test Date: Various: 1/28/13, St. Lucie County, FL 2/4/14 & 2/6/14 Elevation: Existing Grade I Technician: PM/WN TEST LOCATION: AB @ Lot 17 Back Left N27.22250° W80.29361 ° Depth (feet) Des¢ri tion color, texture, consistency, remarks 0-1 Brown fine sand SP 1 - 2'/2 Light gray fine sand, trace roots SP 2'/2 - 6'/2 Light gray fine sand SP 6% - 7% Dark brown fine sand, s me silt, some roots (SM) (sli htl organic) 7Y2 - 8Y2 Brown fine sand, some silt and clay SM f Water table at 3'/2 feet below ground surface TEST LOCATION: AB@ CPT— Lot 18 Front Depth feet Description color, texture, consistency, remarks 0-1 Gray fine sand SP 1-4 Light gray fine sand SP 4-6 Light gray fine sand, some roots (SP) (sli htl organic) 6-8 Brown fine sand, some roots and wood pieces (highly organic) PT 8-9 Brown fine sand, little cla SP-SM,SP-SC Water table at 2'/2 feet be ow ground surface TEST LOCATION:, AB @ CPT— Lot 18 Back] Depth feet Des�ri tion color, texture, consistency, remarks 0-1 Gray fine sand SP 1 - 4'/2 Light gray fine sand SP 4'/2 - 6 Dark brown fine sand, some silt SM 6 - 7'/2 Brown fine sand and ploces of wood and roots (highly organic) PT 7'/2 - 9 Light brown fine sand SF 9 - 10 Light brown fine sand, trace to little clay SP Water table at 3'/4 feet below ground surface Since 1988 _ Florida's Leading Engineering Source AUGER BORIN LOGS (ASTM D-1452) Client: Standard Pacific Homes, South Florid Project No: 12-1095.03 Project: Proposed Riverbend Development: L is 1-47 Lab No: NE Corner of Gilson Rd. & NW Turna out Ln. Test Date: Various: 1/28/13, St. Lucie County, FL 2/4/14 & 2/6/14 Elevation: Existing Grade Technician: PM/WN TEST LOCATION: AB @ CPT— Lot 19 Front Depth (feet) Des I ri tion color, texture, consistency, remarks 0-1 Brown fine sand, little cla SP-SM,SP-SC 1-2 Brown fine sand, some d SM,SC 2-3 Gray fine sand SP 3 - 5%2 Light gray fine sand SP 5'h - 8 Dark brown fine sand, soine silt, trace roots SM Water table at 6 feet belo round surface TEST LOCATION: AB@ CPT— Lot 19 Back-7— Depth (feet) Des6ription color, texture, consistency, remarks 0 -'/ Brown fine sand, little silt SP-SM Y2 - 2 Light grayto brown fines nd SP 2 - 3Y2 Brown fine sand, trace silt SP 3% - 7 Light gray fine sand SP 7-8 Dark brown fine sand, some shell, trace roots SP Water table at 5 feet'beloW, round surface TEST LOCATION: AB@ CPT— Lot 20 Back Depth feet DesFri tion color, texture, consistency, remarks 0-2 Brown fine sand SP 2-5 Light gray fine sand SP 5-8 Dark brown fine sand, so, a silt SM Water table at 4Y2 feet b low ground surface Since 1988-��' Florida's Leading Engineering Source AUGER BORING LOGS (ASTM D-1452) Client: Standard Pacific Homes, South Florid Project No: 12-1095.03 Project: Proposed Riverbend Development: Los 1-47 Lab No: NE Corner of Gilson Rd. & NW Turna out Ln. Test Date: Various: 1/28/13, St. Lucie County, FL 2/4/14 & 2/6/14 Elevation: Existing Grade Technician: PM/WN TEST LOCATION: AB@ CPT— Lot 21 Back Depth feet Des ri tion color, texture, consistency, remarks 0-2 Brown fine sand SP 2 - 4Y2 Light gray fine sand SP 4Y2 - 6 Dark brown fine sand, so a silt SM Water table at 5% feet below ground surface TEST LOCATION: AB@ CPT— Lot 23 Back Depth (feet) Description color, texture, consistency, remarks) 0-4 Brown fine sand (SP 4-5 Light gray fine sand SP 5-8 Pale brown/graybrown/gray fine san I (SP 8-9 Dark brown fine sand, so a silt SM 9 - 10 Light brown fine sand, little silt SP-SM 10 - 11 Light gray fine and, -somel clay SM,SC Water table at 5% feet below ground surface TEST LOCATION: AB @ CPT— Lot 25 Front Depth feet Des ri tion color, texture, consistency, remarks) 0 - 1Y2 Light gray fine sand SP 1'/ - 6 Pale brown/graybrown/gray fine san SP Water table at 5 feet bel round surface Since 1998 Florida's Leading Engineering Source AUGER BORING' LOGS (ASTM, D-1452) Client: Standard Pacific Homes, South Florid Project No: 12-1095.03 Project: Proposed Riverbend Development: Ldts 1-47 Lab No: NE Corner of Gilson Rd. & NW TurnLout Ln. Test Date: Various: 1/28/13, St. Lucie County, FL 2/4/14 & 2/6/14 Elevation: Existing Grade Technician: PM/WN TEST LOCATION: AB@ CPT— Lot 26 Front Depth feet Description color, texture, consistency, remarks 0-1 Light brown fine sand S 1-4 Pale brown/graybrown/gray fine san SP 4 - 5Y2 Dark brown fine sand, soine silt SM 5% - 6 Dark gray fine sand SP Water table at 5'/ feet be ow ground surface TEST LOCATION: AB @ CPT— Lot 28 Back Depth (feet) Des ri tion color, texture, consistency, remarks 0-1 Light brown fine sand, little silt and clay SP-SM 1-2 Gray fine sand SP 2-4 Pale brown/graybrown/gray fine san SP 4-6 Light brown fine sand, little roots SP Water table at 4% feet below ground surface TEST LOCATION: AB@ CPT— Lot 30 Front Depth feet DesFri tion color, texture, consistency, remarks 0-1 Brown fine sand, little clay SP-SM,SP=SC 1-3 Gray fine sand .SP 3 - 5% Pale brown/graybrown/gray fine sand SP 5Y2 - 5 Dark brown fine sand, some silt SM Water table at 4 feet belgw ground surface Florida's Leading Engineering Source AUGER'BORINq LOGS (ASTM D-1452) Client: Standard Pacific Homes, South Florid Project No: 12-1095.03 Project: Proposed Riverbend Development: Lo s 1-47 Lab No: NE Corner of Gilson Rd. & NW Turna out Ln. Test Date: Various: 1/28/13, St. Lucie County, FL 2/4/14 & 2/6/14 Elevation: Existing Grade I Technician: PM/WN TEST LOCATION: AB@ CPT— Lot 32 Back Depth (feet) Description (color, texture, consistency, remarks) 0 - %2 Brown to gray fine sand, trace silt and clay SP '/ - 2 Gray fine sand SP 2-3 Light gray fine sand SP 3 - 4'/z Pale brown/graybrown/gray fine san SP 4'h - 5'/Z Brown fine sand, some sit (SM 5'/ - 6 Light brown fine sand S Water table at 5'/4 feet be ow ground surface TEST LOCATION: AB @ CPT— Lot 34 Front Depth (feet) Description color, texture, consistency, remarks) 0-1 Gray fine sand, little root SP 1-5 Pale brown/graybrown/gray fine san , occasional roots SP 5-6 Dark brown fine sand, sorne silt SM Water table at 2%Z feet below ground surface TEST LOCATION: AB@ CPT— Lot 36 Fronts Depth (feet) Description color, texture, consistency, remarks 0 - 1'h Gray fine sand SP 1'h - 4 Light brown fine sand, tr ce roots SP 4-9 Brown fine sand, some s It, little clay SP-SM,SP-SC 9 - 10 Light gray to brown fine Viand, some silt and clay SM,SC Water table at 2 feet below ground surface \ Since 1988 Florida's Leading Engineering Source I AUGER BORING LOGS (ASTM D=1452) Client: Standard Pacific Homes, South Florid Project No: 12-1095.03 Project: Proposed Riverbend Development: Lois 1-47 Lab No: NE Corner of Gilson Rd. & NW Turnabout Ln. Test Date: Various: 1/28/13, St. Lucie County, FL 2/4/14 & 2/6/14 Elevation: Existing Grade Technician: PM/WN TEST LOCATION: AB @ CPT— Lot 36 Back Depth (feet) Des, ription color, texture, consistency, remarks 0 - 1/2 Brown fine sand, trace cl SP 1/2- 5 Li ht grayto brown fine s nd SP Water table at 2%2 feet below ground surface TEST LOCATION: AB @ CPT— Lot 38 Front Depth feet Des, ri tion color, texture, consistency, remarks) 0-2 Brown fine sand, trace cl SP 2-3 Dark brown fine sand, trace clay, trace roots SP 3-5 Light brown fine sand, trace roots SP Water table at 2% feet be ow ground surface ' TEST LOCATION: AB @ CPT— Lot 39 Back Depth feet Des ription (color, texture, consistency, remarks 0-1 Dark brown fine sand, trace clay, trace roots SP 1 - 2'/ Gray fine sand, little roots SP 2'/ - 6 Light brown fine sand S Water table at 1'/2 feet b low ground surface ­ Since 1988 _ Florida's Leading Engineering Source AUGER BORING LOGS (ASTM D-1452) Client: Standard Pacific Homes, South Florida Project No: 12-1095.03 Project: Proposed Riverbend Development: Lots 1-47 Lab No: NE Corner of Gilson Rd. & NW Turna out Ln. Test Date: Various: 1/28/13, St. Lucie County, FL 2/4/14 & 2/6/14 Elevation: Existing Grade Technician: PM/WN . TEST LOCATION: AB@ CPT— Lot 40 Back Depth (feet) Des ri tion color, texture, consistency, remarks) 0-1 Gray to brown fine sand P 1-6 Light brown fine sand S 6-7 Brown fine sand, some sil, (SM 7-8 Light brown fine sand, littl silt and clay SP-SM 8-9 Gray fine sand, some silt nd clay SM,SC Water table at I feet below ground surface TEST LOCATION: AB@ CPT— Lot 41 Front Depth (feet) Des ri tion color, texture, consistency, remarks 0 - 1 Y2 Brown fine sand, trace cl SP 1 Y2 - 3 Gray fine sand SP 3-5 Light brown fine sand S - Water table at 2% feet billow ground surface TEST LOCATION: AB @ CPT— Lot 43 Back Depth feet Desk ription color, texture, consistency, remarks 0-2 Brown fine sand SP 2-3 Gray fine sand, trace roots SP 3-4 Light brown fine sand SP 4-5 Brown fine sand, some s It SM _I Water table at I % feet below ground surface Since 1988 Florida's Leading Engineering Source -AUGER BORING LOGS (ASTM D-1452) Client: Standard Pacific Homes, South Florid Project No: 12-1095.03 Project: Proposed Riverbend Development: Los 1-47 Lab No: NE Corner of Gilson Rd. & NW Turna out Ln. Test Date: Various: 1/28/13, St. Lucie County, FL 2/4/14 & 2/6/14 Elevation: Existing Grade Technician: PM/WN . TEST LOCATION: AB @ CPT— Lot 45 Front Depth (feet) Des ri tion color, texture, consistency, remarks 0-3 Dark brown fine sand, littlo roots SP 3-4 Gray fine sand SP 4-5 Light brown fine sand S Water table at 1 % feet be ow ground surface TEST LOCATION: AB@ CPT— Lot 47 Back De th feet Description color, texture, consistency, remarks 0-1 Brown fine sand, little cla SP-SM,SP-SC 1-2 Li ht brown fine sand, lift clay SP-SM,SP-SC 2-3 Dark gray fine sand, little ilt, some roots SP-SM 3 - 5Y2 Light gray fine sand SP 5%2 - 6Y2 Dark brown organically stained fine sand, some silt SM 6'h - 8 Brown fine sand SP 8-9 Light brown fine sand S 9 - 10 Light ra fine sand, trace to little clay SP,SP-SM Water table at 2 feet beloW, ground surface GFA INTERNATIONAL 521 N.W. ENTERPRISE DRIVE, PORT ST. LUCIE, FLORIDA 34986 PHONE: (772) 924 3575 - FAx: (772) 924-3580 CONE PENETRATIONSOUNDING (ASTM D 3441) Client: Standard Pacific Homes, South Florida Date: 2/4/2014 Project No.: 12-1095.03 Project: Proposed Riverbend Development: Lots 1-4 Lab No.: NE Corner of Gilson Rd & NW Turnabout n, St. Lucie County, FL Field Crew: PM/WN Rig ID: OshKosh Location: CPT @ Lot 2 (Front) N27.223401 W80.29 600 Page: 1 of 1 Elevation: Existing Grade Field Data qC (tst) FR Depth I (meters) P I P+S e Bearing, qc (tsf) Friction Ratio, FR 120 160 200 240 280 320 0 2 4 6 8 14 28 2.4 0.2 27 32 54 2.0 0.4 , 27 35 54 1.2 0.6 40 45 80 1.7 0.8 42 52 84 1.7 1.0 37 48 74 0.9 1.2 12 17 24 1.7 1.4 5 9 12 18 2.2 1.6 7 10 14 1.9 1.8 8 10 16 3.3 2.0 4 8 8 16.5 2.2 40 50 80 3.3 2.4 80 100 160 1.7 2.6 110 130 220 1.2 2.8 100 120 200 0.7 3.0 10 90 100 180 1.5 3.2 80 100 160 1.2 3.4 35 50 70 1.7 3.6 28 37 56 1.2 3.8 20 25 40 2.3 4.0 18 25 36 1.8 4.2 15 20 30 2.2 4.4 20 25 40 1.7 4.6 15 15 20 30 3.1 4.8 20 27 40 2.6 5.0 25 33 50 5.2 w 20 CL m A 25 30 35 40 P: IProjects12012112-1095.03 2iverbend (Standard Pacific Homes) IGeoWppdpdiceMpp E - CPT Soundings Done GFA IN EINATIONAL 521 N.W. ENTERPRISE DRIVE, PORT ST. LUCIE, FLORIDA 34986 PHONE: -(772) 924 3575 - FAx: (772) 924'3580 ' CONE PENETRATIO SOUNDING (ASTM D 3441) Client: Standard Pacific Homes, South Florida Date: 2/4/2014 Project No.: 12-1095.03 Project: Proposed Riverbend Development: Lots 1- 7 Lab No.: NE Corner of Gilson Rd & NW Turnabout Ln, St. Lucie County, FL Field Crew: PM/WN Rig ID: OshKosh Location: CPT @ Lot 2 (Center) N27.223510 W80.2 7550 Page: 1 of 1 Elevation: Existing Grade Field Data qC (w) FR Depth (meters) P I P+S 14 28 4.7 0.2 40 50 80 1.3 0.4 47 55 ' 94 1.4 0.6 60 70 120 1.1 0.8 60 70 120 2.2 1.0 70 90 140 1.9 1.2 80 100 160 1.2 1.4 65 80 130 2.0 1.6 60 80 120 2.2 1.8 70 90 140 1.4 2.0 65 80 130 1.5 2.2 52 67 104 1.3 2.4 60 70 120 2.2 2.6 70 90 140 1.9 2.8 80 100 160 17 3.0 80 100 160 W7 3.2 9 18 18 3.7 3.4 8 13 16 4.1 3.6 5 10 10 4.0 3.8 7 10 14 3.8 4.0 6 10 12 5.5 4.2 25 30 50 1.6 4.4 24 30 48 4.4 4.6 22 38 44 3.0 4.8 38 48 76 1.0 5.0 42 48 84 5.2 rl 0 40 0 i i 5 10 15 25 30 35 40 e Bearing, qc (tsf) Friction Ratio, FR 120 160 200 240 280 320 0 2 4 6 8 P: IProjects12012112-1095.03 Riverbend (Standard Pacific Homes)lGeoWppe diceslApp E -CPT Soundings Done GFA III FRNATIONAL 521 N.W. ENTERPRISE DRIVE, PORT ST. LUCIE, FLORIDA 34986 PHONE: (772) 924 3575 - FAx: (772) 924-3580 CONE PENETRATIO SOUNDING (ASTM D 3441) Client: Standard Pacific Homes, South Florida Date: 2/4/2014 Project No.: 12-1095.03 Project: Proposed Riverbend Development: Lots 1-47 Lab No.: NE Corner of Gilson Rd & NW Turnabout Ln, St. Lucie County, FL Field Crew: PM/WN Rig ID: OshKosh Location: CPT @ Lot 2 (Back) N27.223610 W80.29 20 Page: 1 of 1 Elevation: Existing Grade Field Data qC (ts}) FR Depth (meters) P P+S 0 40 .0 -1 r1 11 22 3.0 0.2 37 42 74 1.4 0.4 40 48 80 1.7 0.6 30 40 60 1.8 0.8 20 28 40 2.3 1.0 16 23 32 1.2 1.2 22 25 44 1.5 1.4 5 25 30 50 1.8 1.6 35 42 70 0.6 1.8 9 12 18 2.2 2.0 20 23 40 4.0 2.2 13 25 26 2.5 2.4 30 35 60 2.6 2.6 40 52 80 2.5 2.8 37 52 74 2.9 3.0 10 37 53 74 2.1 3.2 28 40 56 1.9 3.4 24 32 48 1.7 3.6 23 29 46 2.9 3.8 30 40 60 2.2 4.0 32 42 64 1.7 4.2 25 33 50 1.8 4.4 25 32 50 1.6 4.6 15 24 30 48 1.7 4.8 25 31 50 1.8 5.0 25 32 50 5.2 at w ,p 20 a A 25 30 35 40 e Bearing, qc (tsf) Friction Ratio, FR 120 160 200 240 280 320 0 2 4 6 8 P:1Projects12012112-1095.03 River6end (Standard Pacific Homes) IGeolAppe�dicesWpp E - CPT Soundings Done GFA INTERNATIONAL 521 N.W. ENTERPRISE DRIVE, PORT ST. LUCIE, FLORIDA 34986 PHONE: (772) 924-3575 - FAX: (772) 924-3580 CONE PENETRATION SOUNDING (ASTM D 3441) Client: Standard Pacific Homes, South Florida Date: 2/4/2014 Project No.: 12-1095.03 Project: Proposed Riverbend Development: Lots 1-47 Lab No.: NE Corner of Gilson Rd & NW Turnabout n, St. Lucie County, FL Field Crew: PM/WN Rig ID: OshKosh Location: CPT @ Lot 3 (Back) N27.223831 W80.29 9° Page: 1 of 1 Elevation: Existing Grade Field Data qC (tsf) FR I Depth (meters) P P+S 12 24 2.2 0.2 26 30 52 1.8 0.4 38 45 76 1.2 0.6 31 38 62 1.3 0.8 20 26 40 2.6 1.0 17 25 34 0.0 1.2 39 39 78 1.5 1.4 26 35 52 3.0 1.6 20 32 40 2.3 1.8 38 45 76 2.3 2.0 42 55 84 3.1 2.2 70 90 140 0.9 2.4 60 70 120 1.7 2.6 55 70 110 1.8 2.8 55 70 110 1.8 3.0 55 70 110 2.2 3.2 42 60 84 2.4 3.4 25 40 50 2.6 3.6 15 25 30 2.6 3.8 19 25 138 3.5 4.0 13 23 26 4.6 4.2 13 22 26 2.0 4.4 16 20 32 4.1 4.6 20 30 40 3.3 4.8 25 35 50 3.2 5.0 30 42 60 5.2 A 0 40 0 5 10 15 25 30 35 40 e Bearing, qc (tsf) Friction Ratio, FR 120 160 200 240 280 320 0 2 4 6 8 P: W rojectsQ012U2-1095.03 Riverbend (Standard Pacific Homes) IGeo UppedicesUpp E - CPT Soundings Done GFA IN ERNATI®NAL 521 N.W. ENTERPRISE D VE, PORT ST. LUCIE, FLORIDA 34986 PHONE: (772) 924 3575 - FAx: (772) 924-3580 CONE PENETRATIO SOUNDING (ASTM D 3441) Client: Standard Pacific Homes, South Florida Date: 1/29/2014 Project No.: 12-1095.03 Project: Proposed Riverbend Development: Lots 1-47 Lab No.: NE Corner of Gilson Rd & NW Turnabout Ln, St. Lucie County, FL Field Crew: PM/WN Rig ID: OshKosh Location: CPT @ Lot 4 (Front) N27.223350 W80.29i 550 Page: 1 of 1 Elevation: Existing Grade Field Data q� I (tsp FR I Depth (meters) p I P+S 0 40 0 i . . . i 13 26 5.1 0.2 40 50 80 2.5 0.4 40 55 80 2.3 0.6 48 62 96 2.2 0.8 32 48 64 2.5 1.0 55 67 110 2.4 1.2 70 90 140 1.9 1.4 5 60 80 120 2.2 1.6 60 80 120 2.4 1.8 58 80 116 1.9 2.0 53 70 106 2.0 2.2 54 70 108 1.5 2.4 58 70 116 1.7 2.6 55 70 110 2.2 2.8 42 60 84 2.7 3.0 10 35 52 70 1.9 3.2 27 37 54 2.2 3.4 20 29 40 2.3 3.6 18 25 36 1.8 3.8 23 28 46 2.3 4.0 25 33 50 1.3 4.2 35 40 70 1.7 4.4 38 47 76 1.4 4.6 15 52 60 104 1.7 4.8 52 65 104 1.3 5.0 50 60 100 5.2 d w 20 f� d A 25 30 35 40 Cone Bearing, qc (tsf) ffrictin Rtio, F6R 8 120 160 200 240 280 320 P: W rojecrs12012112-1095.03 Riverbend (Standard Pacific Hanes) IGeoUppehdicesUpp E - CPT Soundings Done GFA INTERNATIONAL 521 N.W. ENTERPRISE DI aVE, PoRT ST. LUCIE, FLORIDA 34986 PHONE: (772) 924 3575 - FAx: (772) 924-3580 CONE PENETRATION SOUNDING (ASTM D 3441) Client: Standard Pacific Homes, South Florida Date: 1/29/2014 Project No.: 12-1095.03 Project: Proposed Riverbend Development: Lots 1-47 Lab No.: NE Corner of Gilson Rd & NW Turnabout Ln, St. Lucie County, FL Field Crew: PM/WN Rig ID: OshKosh Location: CPT @ Lot 4 (Back) N27.223350 W80.296 10 Page: 1 of 1 Elevation: Existing Grade Field Data qc (tst) FR Depth (meters) p P+S Cone Bearing, qc (tsf) 1 120 160 200 240 280 320 ricti�n Rtio, FR 8 12 24 1.7 0.2 22 25 44 2.1 0.4 19 26 38 2.4 0.6 35 42 70 1.5 0.8 35 43 70 1.9 1.0 35 45 70 1.9 1.2 30 40 60 2.2 1.4 5 40 50 80 3.3 1.6 90 110 180 1.5 1.8 80 100 160 1.7 2.0 70 90 140 1.9 2.2 80 100 160 0.8 2.4 120 130 240 1.1 2.6 130 150 260 1.0 2.8 140 160 280 0.9. 3.0 10 130 150 260 1.0 3.2 130 150 260 1.0 3.4 120 140 240 1.1 3.6 80 100 160 1.7 3.8 60 80 120 1.9 4.0 48 65 96 1.4 4.2 19 29 38 1.7 4.4 16 21 32 2.9 4.6 15 13 20 26 2.0 4.8 22 26 44 1.2 5.0 28 32 56 5.2 r-. d w v 20 i+ a A 25 30 35 40 P: IProjects12012112-1095.03 Riverbend (Standard Pacific Homes) IGeoWppehdicesWpp E - CPT Soundings Done GFA IMN ERNATIONAI., 521 N.W. ENTERPRISE D VE, PORT ST. LUCIE, FLORIDA 34986 PHONE: (772) 924 3575 - FAX: (772) 924-3580 CONE PENETRATIO SOUNDING (ASTM D 3441) Client: Standard Pacific Homes, South Florida Date: 1/29/2014 Project No.: 12-1095.03 Project: Proposed Riverbend Development: Lots 1-47 Lab No.: NE Corner of Gilson Rd & NW Turnabout Ln, St. Lucie County, FL Field Crew: PM/WN Rig ID: OshKosh Location: CPT @ Lot 5 (Front) N27.223500 W80.29 590 Page:. 1 of 1 Elevation: Existing Grade Field Data qc (tst) FR Depth (meters) P P+S 10 20 3.3 0.2 27 32 54 1.0 0.4 22 26 44 1.5 0.6 50 55 100 2.6 0.8 60 80 120 2.2 1.0 70 90 140 1.9 1.2 80 100 160 1.7 1.4 120 140 240 1.1 1.6 100 120 200 1.3 1.8 60 80 120 2.2 2.0 40 60 80 2.5 2.2 50 65 100 2.2 2.4 53 70 106 1.5 2.6 58 70 116 1.7 2.8 40 55 80 2.5 3.0 40 55 80 0.8 3.2 35 40 70 1.3 3.4 20 27 40 2.3 3.6 15 22 30 4.4 3.8 25 35 50 2.1 4.0 35 43 70 1.9 4.2 42 52 84 1.9 4.4 43 55 86 1.2 4.6 40 48 80 1.7 4.8 40 50 80 1.7 5.0 40 50 80 5.2 0 40 0 1 �-1 1 5 10 15 r,+ d w 20 a d A 25 30 35 40 Cone Bearing, qc (tsf) 120 160 200 240 280 320 �rictign Ratio, FR 8 P: IProjects12012112-1095.03 Riverbend (Standard Pacific Homes) IGeoUppeodicesWpp E - CPT Soundings Done GFA INTERNATIONAL 521 N.W. ENTERPRISE DRIVE, PORT ST. LUCIE, FLORIDA 34986 PHONE: (772) 924�•3575 - FAx: (772) 924-3580 CONE PENETRATIO SOUNDING (ASTM D 3441) Client: Standard Pacific Homes, South Florida Date: 1/29/2014 Project No.: 12-1095.03 Project: Proposed Riverbend Development: Lots 1-4 7 Lab No.: NE Corner of Gilson Rd & NW Turnabout n, St. Lucie County, FL Field Crew: PM/WN Rig ID: OshKosh Location: CPT @ Lot 5 (Back) N27.223681 W80.296690 Page: 1 of 1 Elevation: Existing Grade Field Data qC (ts}) FR Depth (meters) P P+S 7 14 4.7 0.2 35 40 70 1.1 0.4 52 58 104 1.5 0.6 40 52 80 1.2 0.8 58 65 116 2.3 1.0 80 100 160 1.7 1.2 60 80 120 2.2 1.4 70 90 140 0.9 1.6 60 70 120 1.7 1.8 30 45 60 2.9 2.0 17 30 34 1.2 2.2 25. 28 50 2.4 2.4 32 41 64 2.1 2.6 35 45 70 1.9 2.8 35 45 70 1.5 3.0 42 50 84 0.8 3.2 45 50 90 1.2 3.4 35 43 70 0.9 3.6 35 40 70 1.5 3.8 32 40 64 2.1 4.0 32 42 64 1.7 4.2 30 38 60 1.1 4.4 32 37 64 1.7 4.6 24 32 48 2.8 4.8 40 50 80 1.3 5.0 37 45 74 5.2 5 10 15 d w v 20 a A 25 30 35 40 ENEKEIM. Cone Bearing, qc (tst) 120 160 200 240 280 320 �rictY Ratio, F6R 8 P: WrojecIA2012112-1095.03 Riverbend (Standard Pacific Homes) IGeoWppendiceslApp E - CPT Soundings Done GFA IN ERNA ZONAL 521 N.W. ENTERPRISE DIUVE, PORT ST. LuciE, FLORIDA 34986 PHONE: (772) 924 3575 - FAX: (772) 924-3580 CONE PENETRATIO SOUNDING (ASTM D 3441) Client: Standard Pacific Homes, South Florida Date: 1/29/2014 Project No.: 12-1095.03 Project: Proposed Riverbend Development: Lots 1-47 Lab No.: NE Corner of Gilson Rd & NW Turnabout Ln, St. Lucie County, FL Field Crew: PNI/WN Rig ID: OshKosh Location: CPT @ Lot 6 (Front) N27.223830 W80.29 36° Page: 1 of 1 Elevation: Existing Grade Field Data qC (ts� FR Depth (meters) P P+S ENERVEM. 10 20 3.3 0.2 35 40 70 2.3 0.4 45 57 90 2.9 0.6 60 80 120 1.7 0.8 50 65 100 1.5 1.0 42 53 84 2.4 1.2 45 60 90 1.5 1.4 5 48 58 96 1.9 1.6 34 48 68 2.5 1.8 45 58 90 2.2 2.0 45 60 90 1.5 2.2 28 38 56 1.2 2.4 45 50 90 1.8 2.6 35 47 70 2.5 2.8 35 48 70 1.9 3.0 10 40 50 80 2.0. 3.2 38 50 76 2.1 3.4 30 42 60 2.2 3.6 32 42 64 1.0 3.8 32 37 64 3.3 4.0 31 47 62 2.1 4.2 32 42 64 1.2 4.4 34 40 68 1.7 4.6 15 33 42 66 1.8 4.8 33 42 66 1.4 5.0 32 39 64 5.2 a� w 20 a d A 25 30 35 40 Cone Bearing, qc (tst) U b rict n R tio, FR 8 120 160 200 240 280 320 P: IProjectsQ012U2-1095.03 Riverbend (Standard Pacific Homes) IGeoWpperdicesWpp E - CPT Soundings Done GFA IN'I�ERNATIONAI, 521 N.W. ENTERPRISE D VE, PORT ST. LUCIE, FLORIDA 34986 PHONE: (772) 924.3575 - FAx: (772) 924-3580 CONE PENETRATIO SOUNDING (ASTM D 3441) Client: Standard Pacific Homes, South Florida Date: 1/29/2014 Project No.: 12-1095.03 Project: Proposed Riverbend Development: Lots 1-47 Lab No.: NE Corner of, Gilson Rd & NW Turnabout n, St. Lucie County, FL Field Crew: PM/WN Rig ID: OshKosh Location: CPT @ Lot 6 (Back) N27.2238101 W80.296360 Page: 1 of 1 Elevation: Existing Grade Field Data qc (tst) I FR Depth (meters) P P+S 45 90 0.7 0.2 50 55 100 2.6 0.4 70 90 140 0.9 0.6 60 70 120 1.9 0.8 45 62 90 1.9 1.0 37 50 74 2.5 1.2 34 48 68 2.3 1.4 5 40 52 80 2.5 1.6 47 62 94 1.4 1.8 42 52 84 2.0, 2.0 25 38 50 1.3 2.2 13 18 26 4.1 2.4 22 30 44 3.6 2.6 30 42 60 2.0 2.8 35 44 70 2.1 3.0 10 30 41 60 3.7 3.2 33 50 66 3.4 3.4 48 65 96 2.2 3.6 50 66 100 1.6 3.8 43 55 86 1.8 4.0 37 49 74 2.0 4.2 30 41 60 2.4 4.4 33 44 66 2.2 4.6 15 34 45 68 2.1 4.8 39 50 78 1.5 5.0 35 44 70 5.2 d w 20 a as A 25 30 35 40 --M. Cone Bearing, qc (tst) 120 160 200 240 280 320j rictlgn Rtio, R F68 P:1Projects12012112-1095.03 Riverbend (Standard Pacific E - CPT Soundings Done GFA IN - RNAI'IONAL 521 N.W. ENTERPRISE DRIVE, PORT ST. LUCIE, FLORIDA 34986 PHONE: (772) 924.3575 - FAx: (772) 924-3580 CONE PENETRATION SOUNDING (ASTM D 3441) Client: Standard Pacific Homes, South Florida Date: 1/29/2014 Project No.: 12-1095.03 Project: Proposed Riverbend Development: Lots 1-47 Lab No.: NE Corner of Gilson Rd & NW Turnabout n, St. Lucie County, FL Field Crew: PM/WN Rig ID: OshKosh Location: CPT @ Lot 7 (Front) N27.2238181 W80.2Q61110 Page: 1 of 1 Elevation: Existing Grade Field Data q� (ts� FR Depth (meters) p P+S Cone Bearing, qc (tst) �irictn R tio, F�R 120 160 200 240 280 320 U 6 8 50 100 1.3 0.2 55 65 110 2.4 0.4 60 80 120 2.2 0.6 80 100 160 1.7 0.8 80 100 160 1.7 1.0 80 100 160 1.7 1.2 70 90 140 1.9 1.4 5 70 90 140 1.9 1.6 70 90 140 1.9 1.8 60 80 120 2.2 2.0 80 100 160 1.7 2.2 60 80 120 1.1 2.4 30 40 60 2.6 2.6 25 37 50 2.6 2.8 50 60 100 2.0, 3.0 10 65 80 130 1.2 3.2 30 42 60 2.6 3.4 30 42 60 2.2 3.6 32 42 64 2.5 3.8 35 47 70 2.6 4.0 38 52 76 1.9 4.2 49 60 98 1.9 4.4 48 62 96 1.7 4.6 15 50 62 100 1.7 4.8 50 63 100 1.8 5.0 48 62 96 5.2 d w 20 a d A 25 30 35 40 P: Wrojec1sQ0J2U2-1095.03 Riverbend (Standard Pacific Homes) IGeoWppeJ diceslApp E - CPT So:mdings Done GFA IN ERNATIONAI., 521 N.W. ENTERPRISE DRIVE, PORT ST. LUCIE, FLORIDA 34986 PHONE: (772) 924.3575 - FAx: (772) 924-3580 CONE PENETRATION SOUNDING (ASTM D 3441) Client: Standard Pacific Homes, South Florida Date: 1/29/2014 Project No.: 12-1095.03 Project: Proposed Riverbend Development: Lots 1-47 Lab No.: NE Corner of Gilson Rd & NW Turnabout n, St. Lucie County, FL Field Crew: PM/WN Rig ID: OshKosh Location: CPT @ Lot 7 (Back) N27.1 W80.0 Page:, 1 of 1 Elevation: Existing Grade Field Data q� (ts}) FR Depth (meters) P P+S MMMM. 17 34 3.9 0.2 50 60 100 1.7 0.4 50 63 100 1.6 0.6 30 42 60 2.2 0.8 55 65 110 2.4 1.0 70 90 140 1.9 1.2 80 100 160 1.7 1.4 5 80 100 160 1.7 1.6 90 110 180 1.5 1.8 80 100 160 1.7 2.0 60 80 120 2.0 2.2 52 70 104 2.3 2.4 20 38 40 4.3 2.6 18 31 36 5.5 2.8 35 50 70 1.9 3.0 10 60 70 120 2.2 3.2 90 110 180 1.5 3.4 80 100 160 1.7 3.6 60 80 120 2.0 3.8 52 70 104 2.2 4.0 48 65 96 2.8 4.2 70 90 140 1.4 4.4 55 70 110 1.9 4.6 15 42 58 84 2.4 4.8 45 60 90 1.9 5.0 37 50 74 5.2 d 42 20 a _ A 25 30 35 40 Cone Bearing, qc (tsf) 120 160 200 240 280 320i rictign Ratio, FR 8 P: IProjects12012112-1095.03 Riverbend (Standard Pacific Homes) IGeoUppelidicesUpp E - CPT Soundings Done GFA IN ERNATIONAL 521 N.W. ENTERPRISE D VE, PORT ST. LUCIE, FLORIDA 34986 PHONE: (772) 924 3575 - FAX: (772) 924-3580 CONE PENETRATION SOUNDING (ASTM D 3441) Client: Standard Pacific Homes, South Florida Date: 1/29/2014 Project No.: 12-1095.03 Project: Proposed Riverbend Development: Lots 1- 7 Lab No.: NE Corner of Gilson Rd & NW Turnabout Ln, St. Lucie County, FL Field Crew: PM/WN Rig ID: OshKosh Location: CPT @ Lot 8 (Front) N27.2236581 W80.2 60280 Page: 1 of 1 Elevation: Existing Grade Field Data q� (tsf) I FR Depth (meters) P P+S 60 120 1.7 0.2 65 80 130 2.0 0.4 80 100 160 1.0 0.6 68 80 136 1.9 0.8 80 100 160 1.7 1.0 80 100 160 1.5 1.2 52 70 104 2.5 1.4 60 80 120 2.2 1.6 80 100 160 1.7 . 1.8 80 100 160 1.7 2.0 80 100 160 1.7 2.2 70 90 140 1.4 2.4 65 80 130 2.0 2.6 70 90 140 1.4 2.8 45 60 90 1.5 3.0 60 70 120 2.0 3.2 62 80 124 1.1 3.4 60 70 120 2.4 3.6 48 70 96 2.1 3.8 45 60 90 1.9 4.0 42 55 84 2.4 4.2 55 70 110 1.6 4.4 45 58 90 1.9 4.6 35 48 70 2.5 4.8 40 53 80 2.0 5.0 45 57 90 5.2 9 10 15 i A 25 30 35 40 Cone Bearing, qc (tsl) 120 160 200 240 280 320 rictign Rtio, F6R 8 i P: IProjects12012V 2-l095.03 Riverbend (Standard Pacific Homes) IGeolAppegdicesWpp E - CPT Soundings Done GF A INS ERNATIONA.I., 521 N.W. ENTERPRISE D VE, PORT ST. LUCIE, FLORIDA 34986 PHONE: (772) 924575 - FAX: (772) 924-3580 CONE PENETRATION SOUNDING (ASTM D 3441) Client: Standard Pacific Homes, South Florida Date: 1/29/2014 Project No.: 12-1095.03 Project: Proposed Riverbend Development: Lots 1- 7 Lab No.: NE Corner of Gilson Rd & NW Turnabout Ln, St. Lucie County, FL Field Crew: PNI/WN Rig ID: OshKosh Location: CPT @ Lot 8 (Back) N27.2238161 W80.291r 8700 Page: 1 of 1 Elevation: Existing Grade i Field Data qC FR Depth P P+S (tsf) (meters) 0 0 40 40 80 0.8 0.2 55 60 110 2.4 0.4 70 90 140 1.2 0.6 45 58 90 1.0 0.8 58 65 116 1.7 1.0 55 70 110 2.4 1.2 70 70 90 90 140 140 1.9 1.9 1.4 5 1.6 60 80 120 2.2 1.8 60 80 120 1.1 2.0 50 60 100 2.6 2.2 45 65 90 1.9 2.4 52 65 104 1.3 2.6 60 70 120 2.0 2.8 40 37 58 55 80 74 3.0 2.9 3.0 10 3.2 42 58 84 2.2 3.4 38 52 76 2.6 3.6 35 50 70 2.3 3.8 36 48 72 2.4 4.0 33 46 66 3.0 4.2 40 40 55 55 80 80 2.5 2.1 4.4 4.6 15 42 55 84 2.4 4.8 444 45 60 90 1.8 5.0 40 52 80 5.2 25 30 35 40 P: IProjects12012U2-1095.03 Riverbend (Standard Pacific Homes) Cone Bearing, qc (tst) 120 160 200 240 280 320 rictign Ratio, F6R 8 E - CPT Soundings Done GF'A INTjERNATI®NAL 521 N.W. ENTERPRISE D VE, PORT ST. LUCIE, FLORIDA 34986 PHONE: (772) 924�3575 - FAx: (772) 924-3580 CONE PENETRATIO SOUNDING (ASTM D 3441) Client: Standard Pacific Homes, South Florida Date: 1/29/2014 Project No.: 12-1095.03 Project: Proposed Riverbend Development: Lots 1-47 Lab No.: NE Corner of Gilson Rd & NW Turnabout n, St. Lucie County, FL Field Crew: PM/WN Rig ID: OshKosh Location: CPT @ Lot 9 (Front) N27.2236051 W80.2 56510 Page: 1 of 1 Elevation: Existing Grade Field Data qc (ts}) FR Depth (meters) P P+S 0 40 0 i I I rF 12 24 2.8 0.2 35 40 70 1.9 0.4 60 70 120 1.1 0.6 70 80 140 1.9 0.8 90 110 180 1.5 1.0 100 120 200 1.3 1.2 80 100 160 1.7 1.4 5 80 100 160 1.7 1.6 90 110 180 1.5 1.8 90 110 180 0.7 2.0 70 80 140 1.9 2.2 90 110 180 0.7 2.4 100 110 200 1.3 2.6 100 120 200 0.7 2.8 100 110 200 1.3 3.0 10 70 90 140 1.6 3.2 40 57 80 2.8 3.4 43 60 86 2.3 3.6 48 63 96 2.8 3.8 50 70 100 2.2 4.0 53 70 106 2.1 4.2 38 55 76 3.0 4.4 40 57 80 1.7 4.6 15 45 55 90 2.2 4.8 55 70 110 2.2 5.0 62 80 124 5.2 a� w 20 a� a d A 25 30 35 40 Cone Bearing, qc (tsf) 120 160 200 240 280 320 rictign Rtio, 6R 8 P:1Projects12012112-1095.03 2iverbend (Standard Pacific Homes) IGeoWppe4dicesWpp E - CPT Soundings Done GFA IN E+ RNATION111L 521 N.W. ENTERPRISE D VE, PORT ST. LUCIE, FLORIDA 34986 PHONE: (772) 924 3575 - FAX: (772) 924-3580 CONE PENETRATIO SOUNDING (ASTM D 3441) Client: Standard Pacific Homes, South Florida Date: 1/29/2014 Project No.: 12-1095.03 Project: Proposed Riverbend Development: Lots 1-47 Lab No.: NE Corner of Gilson Rd & NW Turnabout Ln, St. Lucie County, FL Field Crew: PNI/WN Rig ID: OshKosh Location: CPT @ Lot 9 (Back) N27.2237191 W80.2953830 Page: 1 of 1 Elevation: Existing Grade Field Data qC I (tst) FR Depth (meters) P I P+S Cone Bearing, qc (tsf) frict n R tio, FR 120 160 200 240 280 320 U b 8 19 38 2.1 0.2 32 38 64 1.4 0.4 33 40 66 1.4 0.6 48 55 96 1.4 0.8 60 70 120 2.2 1.0 60 80 120 2.2 1.2 80 100 160 1.7 1.4 5 80 100 160 1.7 1.6 70 90 140 1.9 1.8 70 90 140 1.9 2.0 60 80 120 1.1 2.2 50 60 100 1.3 2.4 20 30 40 3.0 2.6 _ 15 24 30 2.2 2.8 25 30 50 2.1 3.0 10 30 38 60 2.2 3.2 35 45 70 2.5 3.4 38 51 76 2.3 3.6 42 55 84 2.7 3.8 41 58 82 2.6 4.0 44 60 88 2.4 4.2 42 58 84 1.9 4.4 38 50 76 2.4 4.6 15 30 44 60 1.5' 4.8 25 32 50 2.9 5.0 17 28 34 5.2 Q d w q 20 a A 25 30 35 40 0 P:1Projec1s12012112-1095.03 Riverbend (Standard Pacific Homes) lGeoWpper dicesWpp E - CPT Soundings Done GFA IN RNATIONAL 521 N.W. ENTERPRISE DRIVE, PORT ST. LUCIE, FLORIDA 34986 PHONE: (772) 924 3575 - FAx: (772) 924-3580 CONE PENETRATIO SOUNDING (ASTM D 3441) Client: Standard Pacific Homes, South Florida Date: 1/29/2014 Project No.: 12-1095.03 Project: Proposed Riverbend Development: Lots 1-4 Lab No.: NE Corner of Gilson Rd & NW Turnabout Ln, St. Lucie County, FL Field Crew: PM/WN Rig ID: OshKosh Location: CPT @ Lot 10 (Front) N27.2236721 W80. 95338° Page: 1 of 1 Elevation: Existing Grade Field Data qc FR Depth P P+S (tsf) (meters) NEENNEM. 18 36 2.6 0.2 25 32 50 3.4 0.4 42 55 84 1.6 0.6 60 70 120 2.0 0.8 52 70 104 2.2 1.0 38 55 76 2.1 1.2 38 50 76 2.4 1.4 5 36 50 72 1.7 1.6 40 49 80 1.7 1.8 33 43 66 3.0 2.0 20 35 40 4.0 2.2 25 37 50 4.0 2.4 23 38 46 5.7 2.6 50 70 100 1.3 2.8 70 80 140 1.9 3.0 10 45 65 90 2.6 3.2 40 58 80 2.8 3.4 45 62 90 2.9 3.6 50 70 100 1.3 3.8 70 80 140 1.4 4.0 65 80 130 1.5 4.2 55 70 110 2.4 4.4 60 80 120 2.2 4.6 15 70 90 140 1.9 4.8 70 90 140 1.9 5.0 60 80 120 5.2 d w ,q 20 A. d A 25 30 35 40 e Bearing, qc (tsf) 120 160 200 240 280 320 j rictlgn Ritio, F6R 8 P: IProjectsQ012U2-1095.03 Riverbend (Standard Pacific Homes) IGeoWppengicesWpp E - CPT Soundings Done GFA IN RNATIONAL 521 N.W. ENTERPRISE DRIVE, PORT ST. LUCIE, FLORIDA 34986 PHONE: (772) 924 3575 - FAX: (772) 924-3580 CONE PENETRATIO SOUNDING (ASTM D 3441) Client: Standard Pacific Homes, South Florida Date: 1/29/2014 Project No.: 12-1095.03 Project: Proposed Riverbend Development: Lots 1-47 Lab No.: NE Corner of Gilson Rd & NW Turnabout Ln, St. Lucie County, FL Field Crew: PM/WN Rig ID: OshKosh Location: CPT @ Lot 10 (Back) N27.2235481 W80.2 51120 Page: 1 of 1 Elevation: Existing Grade Field Data I q, (tso FR Depth (meters) P P+S 0 40 0 ; I . r. 30 60 1.5 0.2 28 35 56 2.4 0.4 38 48 76 1.7 0.6 52 62 104 1.7 - 0.8 52 65 104 2.2 1.0 50 67 100 3.3 1.2 55 80 110 2.4 1.4 5 7090 140 1.9 1.6 70 90 140 1.9 1.8 80 100 160 1.7 2.0 80 100 160 0.8 2.2 40 50 80 1.7 2.4 60 70 120 0.6 2.6 35 40 70 2.8 2.8 45 60 90 2.9 3.0 10 70 90 140 1.4 3.2 50 65 100 2.0 3.4 37 52 74 2.3 3.6 40 53 80 1.7 3.8 60 70 120 1.9 4.0 48 65 96 1.4 4.2 40 50 80 3.6 4.4 58 80 116 1.7 4.6 15 55 70 110 2.4 4.8 60 80 120 2.2 5.0 70 90 140 5.2 d 4« ,p 20 a A 25 30 35 40 1e Bearing, qc (tst) U rict n R tio, FR6 8 120 160 200 240 280 320 4 P: IProjects12012112-1095.03 Riverbend (Standard Pacific Homes) IGeoWppengicesUpp E - CPT Soundings Done GFA INN INATIONAL 521 N.W. ENTERPRISE D IVE, PORT ST. LUCIE, FLORIDA 34986 PHONE: (772) 924 575 - FAX: (772) 924-3580 CONE PENETRATIO SOUNDING (ASTM D 3441) Client: Standard Pacific Homes, South Florida Date: 1/28/2014 Project No.: 12-1095.03 Project: Proposed Riverbend Development: Lots 1-47 Lab No.: NE Corner of Gilson Rd & NW Turnabout Ln, St. Lucie County, FL Field Crew: PM/WN Rig ID: OshKosh Location: CPT @ Lot 11 (Front) N27.2235441 W80.2951191 Page: 1 of 1 Elevation: Existing Grade Field Data I q� (tsf) FR Depth (meters) P P+S 17 34 3.1 0.2 42 50 84 1.4 0.4 52 61 104 1.3 0.6 45 55 90 0.7 0.8 48 53 96 0.6 1.0 48 52 96 1.7 1.2 50 62 100 1.6 1.4 58 70 116 1.1 1.6 70 80 140 1.1 1.8 58 70 116 2.3 2.0 50 70 100 1.3 2.2 20 30 40 2.0 2.4 21 27 42 3.1 2.6 20 30 40 2.6 2.8 20 28 40 2.6 3.0 17 25 34 2.3 3.2 25 31 50 1.8 3.4 20 27 40 1.3 3.6 18 22 36 2.2 3.8 24 30 48 1.7 4.0 32 38 64 2.9 4.2 38 52 76 2.4 4.4 38 52 76 2.1 4.6 45 57 90 2.1 4.8 46 60 92 2.6 5.0 52 70 104 5.2 11111 11111 11111 11111 11111 11111 111!! 1111� , IIIE� IIICI 111l� IIICI Illli MIN 11111 11111 11111 11111 , 11111 _ 11111 11111 MIN 11111 11111 11111 11111 11111 , 11111 11111 11111 11111 11111 11111 11111 11111 11111 11111 11111 e Bearing, qc (tsf) 120 160 200 240 280 320 �rictin Ratio, F6R 8 P: IProjects12012112-1095.03 Riverbend (Standard Pacific Homes) IGeolAppenocesWpp E - CPT Soundings Done GFA IN RNATIONAL 521 N.W. ENTERPRISE D VE, PORT ST. LUCIE, FLORIDA 34986 PHONE: (772) 924 3575 - FAX: (772) 924-3580 CONE PENETRAT 101 SOUNDING (ASTM D 3441) Client: Standard Pacific Homes, South Florida Date: 1/28/2014 Project No.: 12-1095.03 Project: Proposed Riverbend Development: Lots 1-47 Lab No.: NE Corner of Gilson Rd & NW Turnabout n, St. Lucie County, FL Field Crew: PM/WN Rig ID: OshKosh Location: CPT @ Lot 11 (Back) N27.2235481 W80.248450 Page: 1 of 1 Elevation: Existing Grade Field Data qc (tsf) FR Depth I (meters) P I P+S 13 26 2.5 0.2 40 45 80 1.3 0.4 40 48 80 1.7 0.6 48 58 96 1.4 0.8 65 75 130 1.0 1.0 60 70 120 1.1 1.2 60 70 120 1.7 1.4 55 70 110 1.4 1.6 58 70 116 0.9 1.8 40 48 80 2.0 2.0 20 32 40 2.3 2.2 13 20 26 3.6 2.4 18 25 36 4.0 2.6 18 29 36 3.3 2.8 16 25 32 3.3 3.0 12 20 24 5.5 3.2 11 21 22 4.2 . 3.4 18 25 36 2.2 3.6 22 28 44 2.1 3.8 28 35 56 1.9 4.0 37 45 74 1.4 4.2 40 48 80 2.1 4.4 38 51 76 1.7 4.6 60 70 120 0.2 4.8 68 70 136 1.2 5.0 50 62 100 5.2 0 40 0! I I I i 5 10 15 d w 20 a A 25 30 35 40 e Bearing, qc (tst) rict' n R tio, FR 120 160 200 240 280 320 U 6 8 P: IProjects12012112-1095.03 Riverbend (Standard Pacific Homes) IGeoWppen4icesUpp E - CPT Soundings Done GFA IN RNATI®NAL 521 N.W. ENTERPRISE DRIVE, PORT ST. LUCIE, FLORIDA 34986 PHONE: (772) 924 3575 - FAx: (772) 924-3580 CONE PENETRATIO SOUNDING (ASTM D 3441) Client: Standard Pacific Homes, South Florida Date: 1/28/2014 Project No.: 12-1095.03 Project: Proposed Riverbend Development: Lots 1-47 Lab No.: NE Corner of Gilson Rd & NW Turnabout 'Ln, St. Lucie County, FL Field Crew: PM/WN Rig ID: OshKosh Location: CPT @ Lot 12 (Front) N27.223381 W80.29 4921 Page: 1 of 1 Elevation: Existing Grade Field Data qc (t: FR Depth (meters) P P+S 45 90 1.5 0.2 40 50 80 1.2 0.4 35 42 70 1.9 0.6 28 38 56 2.4 0.8 70 80 140 0.9 1.0 110 120 220 1.2 1.2 80 100 160 1.7 1.4 28 48 56 2.8 1.6 20 32 40 2.3 1.8 10 17 20 5.3 2.0 30 38 60 1.1 2.2 30 35 60 1.5 2.4 28 35 56 1.9 2.6 25 33 50 2.6 2.8 25 35 50 1.8 3.0 28 35 56 1.9 3.2 27 35 54 3.2 3.4 15 28 30 3.5 3.6 30 38 60 1.5 3.8 28 35 56 1.7 4.0 28 35 56 1.7 4.2 48 55 96 2.3 4.4 38 55 76 3.5 4.6 130 150 260 1.0 4.8 120 140 240 1.1 5.0 120 140 240 5.2 5 10 15 d w 20 a d A 25 30 35 40 ie Bearing, qc (tsf) 120 160 200 240 280 320 rict)gn Ratio, F6R 8 P: IProjects12012W-1095.03 Riverbend (Standard Pacific Homes) IGeoWppenr-Upp E - CPT Soundings Done GFA IN IERNATIONAI., 521 N.W. ENTERPRISE DRIVE, PORT ST. LUCIE, FLORIDA 34986 PHONE: (772) 924 3575 - FAx: (772) 924-3580 CONE PENETRATIO SOUNDING (ASTM D 3441) Client: Standard Pacific Homes, South Florida Date: 1/28/2014 Project No.: 12-1095.03 Project: Proposed Riverbend Development: Lots 1-47 Lab No.: NE Corner of Gilson Rd & NW Turnabout n, St. Lucie County, FL Field Crew: PM/WN Rig ID: OshKosh Location: CPT @ Lot 12 (Back) N27.22328° W80.29 77° Page: 1 of 1 Elevation: Existing Grade Field Data (I (ts FR Depth (meters) P P+S e Bearing, qc (tsf) 120 160 200 240 280 320 �rlctlOII Rtio, F6R 8 20 40 3.3 0.2 40 50 80 1.7 0.4 50 60 100 1.3 0.6 60 70 120 0.2 0.8 58 60 116 1.6 1.0 48 62 96 2.1 1.2 45 60 90 2.2 1.4 5 43 58 86 2.0 1.6 45 58 90 -1.9 1.8 42 55 84 2:2 2.0 38 52 76 3.0 2.2 45 62 90 1.5 2.4 30 40 60 2.2 2.6 15 25 30 3.5 2.8 22 30 44 3.3 3.0 10 22 33 44 3.0 3.2 20 30 40 3.0 3.4 25 34 50 2.1 3.6 20 28 40 3.3 3.8 18 28 36 2.9 4.0 32 40 64 3.7 4.2 40 58 80 3.3 4.4 70 90 140 1.9 4.6 15 70 90 140 1.9 4.8 70 90 140 1.9 5.0 60 80 120 5.2 d w 20 a d A 25 30 35 40 P: WrojectA2012U2-1095.03 Riverbend (Standard Pacific Homes) IGeolAppen4icesWpp E - CPT Soundings Done GFA INN RNATIONAL 521 N.W. ENTERPRISE DIR IVE, PORT ST. LUCIE, FLORIDA 34986 PHONE: (772) 924- 3575 - FAX: (772) 924-3580 CONE PENETRATIO SOUNDING (ASTM D 3441) Client: Standard Pacific Homes, South Florida Date: 1/28/2014 Project No.: 12-1095.03 Project: Proposed Riverbend Development: Lots 14 Lab No.: NE Corner of Gilson Rd & NW Turnabout n, St. Lucie County, FL Field Crew: PM/WN Rig ID: OshKosh Location: CPT @ Lot 13 (Front) N27.223091 W80.294611 Page: 1 of 1 Elevation: Existing Grade Field Data qc (tsf) FR Depth (meters) P P+S 20 40 3.3 0.2 40 5o 80 1.7 0.4 50 60 100 1.6 0.6 58 70 116 1.4 0.8 50 62 100 1.6 1.0 48 60 96 1.8 1.2 55 68 110 1.6 1.4 62 75 124 2.1 1.6 70 90 140 0.9 1.8 70 80 140 0.9 2.0 55 65 110 1.4 2.2 28 40 56 2.8 2.4 30 42 60 2.4 2.6 33 44 66 2.0 2.8 20 30 40 2.6 3.0 18 26 36 3.7 3.2 20 30 40 4.6 3.4 27 41 54 3.2 3.6 20 33 40 2.6 3.8 20 28 40 2.6 4.0 42 50 84 3.1 4.2 80 100 160 1.7 4.4 80 100 160 1.7 4.6 80 100 160 1.7 4.8 80 100 160 1.7 5.0 80 100 160 5.2 0 0+ 10 15 d w 20 a A 25 30 35 40 one Bearing, qc (tsf) rlct' n R tio, F�R 40 80 U 120 160 200 240 280 320 8 P:1Projec1s12012112-1095.03 Riverbend (Standard Pacific Homes) IGeol4ppendjcesWpp E - CPT Soundings Done GFA IN RT.ATIONAL 521 N.W. ENTERPRISE D VE, PORT ST. LUCIE, FLORIDA 34986 PHONE: (772) 924 575 - FAX: (772) 924-3580 CONE PENETRATIO SOUNDING (ASTM D 3441) Client: Standard Pacific Homes, South Florida Date: 1/28/2014 Project No.: 12-1095.03 Project: Proposed Riverbend Development: Lots 1-47 Lab No.: NE Corner of Gilson Rd & NW Turnabout Ln, St. Lucie County, FL Field Crew: PM/WN Rig ID: OshKosh Location: CPT @ Lot 13 (Back) N27.223101 W80.29 41° Page: 1 of 1 Elevation: Existing Grade Field Data qC (tsf) FR Depth (meters) P I P+S 27 54 1.2 0.2 45 50 90 1.5 0.4 32 42 64 3.1 0.6 35 50 70 1.9 0.8 60 70 120 1.1 1.0 60 70 120 1.7 1.2 60 75 120 1.7 1.4 5 55 70 110 1.2 1.6 60 70 120 1.3 1.8 50 62 100 2.6 2.0 50 70 100 1.3 2.2 20 30 40 3.0 2.4 22 31 44 2.1 2.6 18 25 36 2.9 2.8 15 23 30 4.4 3.0 10 30 40 60 2.9 3.2 17 30 34 3.9 3.4 38 48 76 1.9 3.6 27 38 54 2.0 3.8 25 33 50 1.8 4.0 28 35 56 0.7 4.2 27 30 54 1.0 4.4 25 29 50 0.8 4.6 15 25 28 50 2.1 4.8 22 30 44 3.0 5.0 45 55 90 5.2 m E w 20 a d A 25 30 35 40 .e Bearing, qc (tsf) ffrictn R tio, FR 120 160 200 240 280 320 b 8 P: IProjects12012112-1095.03 Riverbend (Standard Pacific E - CPT Soundings Done GFA EX 1NATIONAI., 521 N.W. ENTERPRISE DRIVE, PORT ST. LuciE, FLORIDA 34986 PHONE: (772) 924 575 - FAx: (772) 924-3580 CONE PENETRATIO SOUNDING (ASTM D 3441) Client: Standard Pacific Homes, South Florida Date: 1/28/2014 Project No.: 12-1095.03 Project: Proposed Riverbend Development: Lots 1-47 Lab No.: NE Corner of Gilson Rd & NW Turnabout Ln, St. Lucie County, FL Field Crew: PM/WN Rig ID: OshKosh Location: CPT @ Lot 14 (Front) N27.222901 W80.29�4321 Page: 1 of 1 Elevation: Existing Grade Field Data q� (w) FR Depth (meters) P P+S 50 100 0.9 0.2 48 55 96 2.1 0.4 40 55 80 2.1 0.6 52 65 104 2.5 0.8 80 100 160 1.7 1.0 80 100 160 1.7 1.2 70 90 140 1.9 1.4 100 120 200 1.3 1.6 110 130 220 0.6 1.8 90 100 180 1.5 2.0 50 70 100 1.7 2.2 22 35 44 1.8 2.4 20 26 40 3.0 2.6 18 27 36 4.4 2.8 18 30 36 4.0 3.0 17 28 34 4.7 3.2 20 32 40 3.3 3.4 30 40 60 1.5 3.6 48 55 96 1.7 3.8 40 52 80 0.8 4.0 40 45 80 0.8 4.2 40 45 80 0.8 4.4 20 25 40 2.6 4.6 30 38 60 1.5 4.8 43 50 86 0.3 5.0 68 70 136 5.2 A 5 10 15 25 30 35 40 -MMM. e Bearing, qc (tsf) rict' n R tio, FR 120 160 200 240 280 320 b 8 P: IProjects12012112-1095.03 Riverbend (Standard Pacific Hoines)UeoUppen�icesUpp E - CPT Soundings Done GFA IN RNA IONAL 521 N.W. ENTERPRISE D VE, PORT ST. LUCIE, FLORIDA 34986 PHONE: (772) 924 3575 - FAx: (772) 924-3580 CONE PENETRATION SOUNDING (ASTM D 3441) Client: Standard Pacific Homes, South Florida Date: 1/28/2014 Project No.: 12-1095.03 Project: Proposed Riverbend Development: Lots 14 Lab No.: NE Corner of Gilson Rd & NW Turnabout Ln, St. Lucie County, FL Field Crew: PM/WN Rig ID: OshKosh Location: CPT @ Lot 14 (Back) N27.222731 W80.29 171 Page: 1 of 1 . Elevation: Existing Grade Field Data qc (tsf) FR Depth (meters) p I P+S 10 20 4.6 0.2 28 35 56 1.9 0.4 50 58 100 2.0 0.6 40 55 80 2.1 0.8 52 65 104 1.3 1.0 60 70 120 2.2 1.2 70 90 140 1.1 1.4 60 72 120 1.7 1.6 55 70 110 1.8 1.8 65 80 130 1.5 2.0 55 70 110 1.0 2.2 22 30 44 1.8 2.4 20 26 40 2.6 2.6 15 23 30 3.5 2.8 14 22 28 3.8 3.0 15 23 30 2.2 3.2 17 22 34 3.1 3.4 13 21 26 3.6 3.6 15 22 30 1.8 3.8 28 32 56 1.9 4.0 22 30 44 1.5 4.2 25 30 50 2.6 4.4 25 35 50 1.3 4.6 27 32 54 1.2 4.8 25 30 50 2.1 5.0 32 40 64 5.2 A 5 10 15 25 30 35 40 MMMM. e Bearing, qc (tsf) rictn R tio, FR 120 160 200 240 280 320 6 8 i P: IProjecis12012U2-1095.03 Riverbend (Standard Pacific Hanes) IGeoUppenVicesUpp E -CPT Soundings Done GFA IN ERTATIONAL 521 N.W. ENTERPRISE D IVE, PORT ST. LUCIE, FLORIDA 34986 PHONE: (772) 924 3575 - FAX: (772) 924-3580 CONE PENETRATION SOUNDING (ASTM D 3441) Client: Standard Pacific Homes, South Florida Date: 1/28/2014 Project No.: 12-1095.03 Project: Proposed Riverbend Development: Lots 14Lab No.: NE Corner of Gilson Rd & NW Turnabout Ln, St. Lucie County, FL Field Crew: PM/WN Rig ID: OshKosh Location: CPT @ Lot 15 (Front) N27.222710 W80.2 4170 Page: 1 of 1 Elevation: Existing Grade Field Data qc (ts) FR Depth (meters) P P+S ie Bearing, qc (tsf) rict' n R tio, FR 120 160 200 240 280 320 � b 8 25 50 2.6 0.2 50 60 100 1.1 0.4 50 58 100 1.5 0.6 37 48 74 1.8 0.8 60 70 120 1.1 1.0 70 80 140 1.9 1.2 70 90 140 1.4 1.4 5 60 75 120 2.0 1.6 52 70 104 1.9 1.8 55 70 110 1.8 2.0 55 70 110 1.2 2.2 30 40 60 3.3 2.4 10 25 20 5.3 2.6 11 19 22 4.2 2.8 17 24 34 3.1 3.0 10 17 25 34 4.3 3.2 7 18 14 5.7 3.4 10 16 20 6.6 3.6 18 28 36 2.9 3.8 15 23 30 7.9 4.0 30 48 60 3.5 4.2 42 58 84 1.9 4.4 35 47 70 2.5 4.6 15 32 45 64 0.8 4.8 48 52 96 1.4 5.0 40 50 80 5.2 d w 20 a� CL A 25 30 35 40 P: Wrojects12012U2-1095.03 Riverbend (Standard Pacific Homes) IGeoWpperldicesWpp E - CPT Soundings Done GFA E'�ERNI-,TIONAL 521 N.W. ENTERPRISE DRIVE, PORT ST. LUCIE, FLORIDA 34986 PHONE: (772) 924 3575 - FAx: (772) 924-3580 CONE PENETRATIO SOUNDING (ASTM D 3441) Client: Standard Pacific Homes, South Florida Date: 1/28/2014 Project No.: 12-1095.03 Project: Proposed Riverbend Development: Lots 1-4 7 Lab No.: NE Corner of Gilson Rd & NW Turnabout In, St. Lucie County, FL Field Crew: PM/WN Rig ID: OshKosh Location: CPT @ Lot 15 (Back) N27.222711 W80.293710 Page: 1 of 1 Elevation: Existing Grade Field Data q, (tsf) FR I Depth (meters) P P+S 13 26 5.1 0.2 40 50 80 1.2 0.4 45 52 90 1.8 0.6 38 50 76 3.5 0.8 60 80 120 2.2 1.0 80 100 160 1.7 1.2 70 90 140 1.4 1.4 55 70 110 1.7 1.6 48 62 96 2.3 1.8 48 65 96 2.1 2.0 50 65 100 2.0 2.2 55 70 110 2.4 2.4 80 100 160 1.1 2.6 47 60 94 2.5 2.8 22 40 44 3.9 3.0 25 38 50 3.2 3.2 40 52 80 2.8 3.4 38 55 76 3.1 3.6 42 60 84 3.1 3.8 32 52 64 2.7 4.0 35 48 70 1.5 4.2 32 40 64 2.1 4.4 45 55 90 1.9 4.6 45 58 90 1.2 4.8 40 48 80 2.0 5.0 38 50 76 5.2 rl 5 10 15 25 30 35 40 � WMMW to Bearing, qc (tsf) 120 160 200 240 280 320 �rictign Rtio, R F68 P: WrojectA2012U2-1095.03 Riverbend (Standard Pacific Homes) 1GeolAppenVicesWpp E - CPT Soundings Done GFA IN RNATIONAL 521 N.W. ENTERPRISE DRIVE, PORT ST. LUCIE, FLORIDA 34986 PHONE: (772) 924 3575 - FAH: (772) 924-3580 CONE PENETRATIO SOUNDING (ASTM D 3441) Client: Standard Pacific Homes, South Florida Date: 1/28/2014 Project No.: 12-1095.03 Project: Proposed Riverbend Development: Lots 147 Lab No.: NE Corner of Gilson Rd & NW Turnabout n, St. Lucie County, FL Field Crew: PM/WN Rig ID: OshKosh Location: CPT @ Lot 16 (Front) N27.222390 W80.2 363° Page: 1 of 1 Elevation: Existing Grade Field Data I q� (ts� FR Depth (meters) p I e Bearing, qc (tsf) 120 160 200 240 280 320 rictin Rtio, ER 8 20 40 1.7 0.2 35 40 70 2.3 0.4 33 45 66 2.6 0.6 25 38 50 3.2 0.8 40 52 80 1.7 1.0 60 70 120 1.1 1.2 80 90 160 1.5 1.4 5 42 60 84 1.3 1.6 35 43 70 2.8 1.8 35 50 70 1.9 2.0 60 70 120 2.2 2.2 110 130 220 1.2 2.4 70 90 140 0.9 2.6 40 50 80 2.0 2.8 30 42 60 3.3 3.0 10 35 50 70 3.0 3.2 32 48 64 3.3 3.4 35 51 70 3.0 3.6 35 51 70 1.9 3.8 20 30 40 2.6 4.0 25 33 50 4.0 4.2 35 50 70 2.3 4.4 36 48 72 1.7 4.6 15 28 37 56 3.5 4.8 20 35 40 3.0 5.0 28 37 56 5.2 d w 20 w a A 25 30 35 40 P:1Projects12012V 2-1095.03 Riverbend (Standard Pacific Homes) IGeoUppenl icesWpp E - CPT Soundings Done GFA IN RNATIONAL 521 N.W. ENTERPRISE DRIVE, PORT ST. LUCIE, FLORIDA 34986 PHONE: (772) 924 575 - FAx: (772) 924-3580 CONE PENETRATION SOUNDING (ASTM D 3441) Client: Standard Pacific Homes, South Florida Date: 1/28/2014 Project No.: 12-1095.03 Project: Proposed Riverbend Development: Lots 1-47 Lab No.: NE Corner of Gilson Rd & NW Turnabout Ln, St. Lucie County, FL Field Crew: PM/WN Rig ID: OshKosh Location: CPT @ Lot 16 (Back) N27.222381 W80.29 600 Page: 1 of 1 Elevation: Existing Grade Field Data q� (ts� FR Depth (meters) P P+S 0 40 0 +-... i- 26 52 1.3 0.2 55 60 110 2.4 0.4 70 90 140 1.9 0.6 80 100 160 1.7 0.8 70 90 140 1.9 1.0 60 80 120 2.0 1.2 52 70 104 2.3 1.4 5 42 60 84 2.7 1.6 35 52 70 3.2 1.8 38 55 76 2.8 2.0 32 48 64 2.5 2.2 25 37 50 2.1 2.4 22 30 44 2.4 2.6 22 30 44 3.6 2.8 20 32 40 3.0 3.0 10 25 34 50 4.8 3.2 32 50 64 2.3 3.4 22 33 44 4.8 3.6 27 43 54 3.7 3.8 32 47 64 2.1 4.0 30 40 60 2.0 4.2 33 42 66 2.0 4.4 33 43 66 1.6 4.6 15 27 35 54 1.5 4.8 27 33 54 2.4 5.0 25 35 50 5.2 a� w 20 a.. a d A 25 30 35 40 ie Bearing, qc (tsf) ffrict' n R tio, F�R 120 160 200 240 280 320 6 8 P:1Projects120121124095.03 Riverbend (Standard Pacific Homes) IGeoUppen�icesWpp E - CPT Soundings Done GFA INTERNATIONAL 521 N.W. ENTERPRISE DRIVE, PORT ST. LUCIE, FLORIDA 34986 PHONE: (772) 924 3575 - FAx: (772) 924-3580 CONE PENETRATIO SOUNDING (ASTM D 3441) Client: Standard Pacific Homes, South Florida Date: 1/28/2014 Project No.: 12-1095.03 Project: Proposed Riverbend Development: Lots 1-4 7 Lab No.: NE Corner of Gilson Rd & NW Turnabout n, St. Lucie County, FL Field Crew: PM/WN Rig ID: OshKosh Location: CPT @ Lot 17 (Front) N27.222170 W80.2 3400 Page: 1 of 1 Elevation: Existing Grade Field Data qC (tsf) FR Depth (meters) P PTS 35 70 1.9 0.2 25 35 50 5.3 0.4 60 80 120 1.7 0.6 65 80 130 1.0 0.8 60 70 120 1.7 1.0 55 70 110 2.0 1.2 58 75 116 1.4 1.4 58 70 116 1.7 1.6 55 70 110 2.4 1.8 80 100 160 1.7 2.0 110 130 220 1.2 2.2 150 170 300 0.9 2.4 60 80 120 1.9 2.6 35 52 70 3.2 2.8 21 38 42 1.9 3.0 27 33 54 3.2 3.2 17 30 34 2.7 3.4 20 27 40 2.3 3.6 20 27 40 1.7 3.8 15 20 30 2.6 4.0 15 21 30 2.2 4.2 15 20 30 2.2 4.4 10 15 20 2.6 4.6 14 18 28 2.8 4.8 14 20 28 2.8 5.0 17 23 34 5.2 5 10 is d w 20 a W 25 30 35 40 ie Bearing, qc (tsf) 120 160 200 240 280 320 �j rictign Rtio, F6R 8 P: IProjecis12012U2-1095.03 Riverbend (Standard Pacific Homes) IGeoUppenoicesUpp E - CPT Soundings Done GFA INYRNATIONAL 521 N.W. ENTERPRISE DRIVE, PORT ST. LUCIE, FLORIDA 34986 PHONE: (772) 924575 - FAX: (772) 924-3580 CONE PENETRATION SOUNDING (ASTM D 3441) Client: Standard Pacific Homes, South Florida Date: 1/28/2014 Project No.: 12-1095.03 Project: Proposed Riverbend Development: Lots 1-47 Lab No.: NE Corner of Gilson Rd & NW Turnabout Ln, St. Lucie County, FL Field Crew: PM/WN Rig ID: OshKosh Location: CPT @ Lot 17 (Back) N27.222241 W80.29 66° Page: 1 of 1 Elevation: Existing Grade Field Data (IC (ts}) FR Depth (meters) P P+S 30 60 2.2 50 60 100 1.3 50 60 100 2.0 35 50 70 0.8 36 40 72 2.0 22 33 44 3.6 48 60 96 1.4 50 60 100 1.3 50 60 100 2.6 80 100 160 1.7 80 100 160 0.8 100 110 200 1.3 60 80 120 1.7 35 50 70 3.4 22 40 44 2.4 40 48 80 2.5 30 45 60 2.2 60 70 120 1.1 60 70 120 1.1 60 70 120 2.2 40 60 80 0.8 33 38 66 1.6 36 44 72 1.1 32 38 64 1.0 35 40 70 1.5 35 43 70 0.2 0.4 0.6 0.8 1.0 1.2 1.4 1.6 1.8 2.0 2.2 2.4 2.6 2.8 3.0 3.2 3.4 3.6 3.8 4.0 4.2 4.4 4.6 4.8 5.0 5.2 I lull 11111 lull 11110 lull 11111 11111 11111 lull 1111M. lull 11111 lull lull 11111 lull lull 11111 lull lull lull 11111 lull lull lull lull 11111 11111 11111 lull lull 11111 lull 11111 lull lull 11111 11111 11111 lull e Bearing, qc (tsf) rict n R tio, FR 120 160 200 240 280 320 6 8 P: IProjects12012112-1095.03 Riverbend (Standard Pacific Homes) IGeowppen' Upp E - CPT Soundings Done GFA INTERRNATIONAL 521 N.W. ENTERPRISE DRIATEE, PORT ST. LUCIE, FLORIDA 34986 PHONE: (772) 924-3575 - FAX: (772) 924-3580 CONE PENETRATION SOUNDING (ASTM D 3441) Client: -Standard Pacific Homes, South Florida Project: Proposed Riverbend Development: Lots 1-47 NE Corner of Gilson Rd & NW Turnabout L ii, St. Lucie County, FL Location: CPT @ Lot 18 (Front) N27.222191 W80.293451 Elevation: Existing Grade Field Data qc (tsf FR Depth (meters) P P+S 3 6 11.0 0.2 35 40 70 1.9 0.4 40 50 80 2.0 0.6 40 52 80 1.8 0.8 42 53 84 2.7 1.0 43 60 86 2.3 1.2 55 70 110 1.8 1.4 55 70 110 2.4 1.6 80 100 160 1.7 1.8 60 80 120 2.2 2.0 70 90 140 1.9 2.2 80 100 160 1.2 2.4 55 70 110 1.6 2.6 42 55 84 1.6 2.8 45 55 90 1.5 3.0 35 45 70 2.3 3.2 38 50 76 2.1 3.4 30 42 60 1.1 3.6 35 40 70 2.5 3.8 32 45 64 2.1 4.0 32 42 64 2.1 4.2 30 40 60 1.1 4.4 30 35 60 1.1 4.6 30 35 60 2.2 4.8 35 45 70 0.9 5.0 30 35 60 5.2 0 04 5 10 15 25 30 35 40 Date: 1/28/2014 Project No.: 12-1095.03 Lab No.: Field Crew: PM/WN Rig ID: OshKosh Page: 1 of 1 �}Ione Bearing, qc (tst) 40 80 I 120 160 200 240 280 320j ricti�n Ratio, R F68 P: IProjects12012112-1095.03 Riverbend (Standard Pacific Homes) IGeoUppend{cesUpp E - CPT Soundings Done GFA INTERNATIONAL 521 N.W. ENTERPRISE DRIVE, PORT ST. LUCIE, FLORIDA 34986 PHONE: (772) 924-3�75 - FAX: (772) 924-3580 CONE PENETRATION SOUNDING (ASTM D 3441) Client: Standard Pacific Homes, South Florida Date: 1/28/2014 Project No.: 12-1095.03 Project: Proposed Riverbend Development: Lots 1-47 Lab No.: NE Corner of Gilson Rd & NW Turnabout L , St. Lucie County, FL Field Crew: PM/WN Rig ID: OshKosh Location: CPT @ Lot 18 (Back) N27.222170 W80.293 60 Page: 1 of 1 Elevation: Existing Grade Field Data qC (ts� FR Depth (meters) P P+S 9 18 7.3 0.2 30 40 60 2.4 0.4 37 48 74 1.8 0.6 40 50 80 2.0 0.8 38 50 76 2.1 1.0 40 52 80 2.0 1.2 48 60 96 1.8 1.4 42 55 84 3.5 1.6 48 70 96 2.8 1.8 60 80 120 2.2 2.0 100 120 200 0.7 2.2 35 45 70 2.3 2.4 40 52 80 2.0 2.6 48 60 96 2.2 2.8 52 68 104 2.5 3.0 48 68 96 2.8 3.2 30 50 60 3.3 3.4 35 50 70 1.9 3.6 30 40 60 2.2 3.8 35 45 70 1.3 4.0 35 42 70 2.3 4.2 28 40 56 1.2 4.4 30 35 60 1.5 4.6 28 35 56 1.4 4.8 22 28 44 3.0 5.0 30 40 60 5.2 0 0+ 5 10 15 w v 20 a d A 25 30 35 40 one Bearing, qc (ts) J 40 80 120 160 200 240 280 320 j rictign R tio, 6R 8 P:Wrojects120121I2-I095.03 Riverbend (Standard Pacific Homes) E -CPT Soundings Done GFA INTI RNATIONAL 521 N.W. ENTERPRISE DRI VE, PORT ST. LUCIE, FLORIDA 34986 PHONE: (772) 924-3575 - FAR: (772) 924-3580 CONE PENETRATION SOUNDING (ASTM D 3441) Client: Standard Pacific Homes, South Florida Date: 1/28/2014 Project No.: 12-1095.03 Project: Proposed Riverbend Development: Lots 1-47 Lab No.: NE Corner of Gilson Rd & NW Turnabout La, St. Lucie County, FL Field Crew: PM/WN Rig ID: OshKosh Location: CPT @ Lot 19 (Front) N27.221201 W80.29 53° Page: 1 of 1 Elevation: Existing Grade Field Data qc (ts}) FR Depth (meters) p p+S 20 40 1.7 45 50 90 0.7 25 30 5o 2.6 50 60 100 2.6 70 90 140 0.9 90 100 180 1.5 60 80 120 2.2 6080 120 1.1 10 20 20 4.6 3 10 6 13.2 9 15 18 7.3 20 30 40 2.6 32 40 64 2.1 35 45 70 1.9 40 50 80 2.5 45 60 90 2.2 35 50 70 2.5 42 55 84 1.4 38 47 76 2.4 36 50 72 1.8 35 45 70 2.3 23 35 46 2.6 28 37 56 1.9 30 38 60 1.8 30 38 60 1.1 30 35 60 0.2 0.4 0.6 0.8 1.0 1.2 1.4 1.6 1.8 2.0 2.2 2.4 2.6 2.8 3.0 3.2 3.4 3.6 3.8 4.0 4.2 4.4 4.6 4.8 5.0 5.2 r1 0 0+ M 10 15 25 30 35 40 lone Bearing, qc (tsf) YrictYn Ratio, F6R 40 80 120 160 200 240 280 320 8 P: IProjects12012V2-1095.03 Riverbend (Standard Pacific Homes) IGeoWppend{cesUpp E - CPT Soundings Done GFA INTERNATIONAL 521 N.W. ENTERPRISE DRIVE, PORT ST. LUCIE, FLORIDA 34986 PHONE: (772) 924-3�75 - FAX: (772) 924-3580 CONE PENETRATIONI SOUNDING (ASTM D 3441) Client: Standard Pacific Homes, South Florida Date: 1/28/2014 Project No.: 12-1095.03 Project: Proposed Riverbend Development: Lots 1-47 Lab No.: NE Corner of Gilson Rd & NW Turnabout L i, St. Lucie County, FL Field Crew: PM/WN Rig ID- OshKosh Location: CPT @ Lot 19 (Back) N27.221171 W80.292 40 - Page: 1 of 1 Elevation: Existing Grade Field Data qc (tsf) FR Depth (meters) p P+S 20 40 2.6 0.2 52 60 104 1.9 0.4 48 63 96 1.1 0.6 62 70 124 1.4 0.8 22 35 44 3.3 1.0 17 28 34 3.9 1.2 30 40 60 1.8 1.4 42 50 84 2.4 1.6 55 70 110 1.8 1.8 65 80 130 2.0 2.0 100 120 200 1.3' 2.2 100 120 200 1.3 2.4 80 100 160 1.2 2.6 45 60 90 1.8 2.8 30 42 60 2.9 3.0 35 48 70 2.8 3.2 25 40 50 2.6 3.4 30 40 60 2.2 3.6 32 42 64 1.7 3.8 30 38 60 1.5 4.0 35 42 70 1.9 4.2 32 42 _ 64 1.4 4.4 30 37 60 3.3 4.6 30 45 60 2.2 4.8 40 50 80 1.7 5.0 40 50 80 5.2 A one Bearing, qc (tsf) rict' n R tio, FR 0 40 80 120 160 200 240 280 320 U 6 8 0 5 10 15 25 30 35 40 P: IProjects12012112-1095.03 Riverbend (Standard Pacific Homes) IGeoWppend}cesWpp E - CPT Soundings Done GFA INTERNATIONAL 521 N.W. ENTERPRISE DRI VE, PORT ST. LUCIE, FLORIDA 34986 PHONE: (772) 924-3 75 - Fax: (772) 924-3580 CONE PENETRATIONI SOUNDING (ASTM D 3441) Client: Standard Pacific Homes, South Florida Date: 1/28/2014 Project No.: 12-1095.03 Project: Proposed Riverbend Development: Lots 1-47 Lab No.: NE Corner of Gilson Rd & NW Turnabout L a, St. Lucie County, FL Field Crew: PM/WN Rig ID: OshKosh Location: CPT @ Lot 20 (Front) N27.221081 W80.29 370 Page: 1 of 1 Elevation: Existing Grade Field Data y� (w) FR Depth (meters) p P+S 20 40 5.6 0.2 48 65 96 1.4 0.4 48 58 96 1.4 0.6 55 65 110 1.4 0.8 48 60 96 1.1 1.0 32 40 64 2.1 1.2 32 42 64 2.5 1.4 48 60 96 2.8 1.6 80 100 160 0.8 1.8 110 120 220 0.6 2.0 110 120 220 1.0 2.2 38 55 76 2.8 2.4 22 38 44 3.0 2.6 25 35 50 2.6 2.8 22 32 44 1.5 3.0 30 35 60 2.2 3.2 20 30 40 1.7 3.4 35 40 70 1.3 3.6 25 32 50 2.1 3.8 30 38 60 1.5 4.0 30 37 60 2.2 4.2 32 42 64 1.7 4.4 32 40 64 1.7 4.6 30 38 60 1.1 4.8 27 32 54 1.7 5.0 18 . 25 36 5.2 A 0 04 5 10 15 25 30 35 40 one Bearing, qc (tsf) ricti�n Rtio, FR 8 40 80 120 160 200 240 280 320 P:IProjectA2012V 2-1095.03 Riverbend (Standard Pacific Homes) IGeowppend(ceslApp E - CPT Soundings Done GFA INTERNATIONAL 521 N.W. ENTERPRISE DRIVE, PORT ST. LUCIE, FLORIDA 34986 PHONE: (772) 924-3$75 - FAX: (772) 924-3580 CONE PENETRATIONI SOUNDING (ASTM D 3441) Client: Standard Pacific Homes, South Florida Date: 1/28/2014 Project No.: 12-1095.03 Project: Proposed Riverbend Development: Lots 1-47 Lab No.: NE Corner of Gilson Rd & NW Turnabout L a, St: Lucie County, FL Field Crew: PM/WN Rig ID: OshKosh Location: CPT @ Lot 20 (Back) N27.220981 W80.292 8° Page: 1 of 1 Elevation: Existing Grade Field Data qc (ts}) FR Depth (meters) p )?+S 7 14 9.4 0.2 20 30 40 1.7 0.4 35 40 70 1.3 0.6 30 37 60 1.8 0.8 26 34 52 2.0 1.0 25 33 50 1.3 1.2 25 30 50 2.4 1.4 18 27 36 2.9 1.6 17 25 34 2.3 1.8 20 26 40 3.6 2.0 17 28 34 3.9 2.2 40 50 80 1.2 2.4 28 35 56 1.7 2.6 20 27 40 2.3 2.8 15 22 30 4.4 3.0 20 30 40 2.6 3.2 27 35 54 3.2 3.4 30 43 60 3.3 3.6 30 45 60 3.1 3.8 33 47 66 2.2 4.0 42 53 84 2.4 4.2 40 55 80 1.3 4.4 40 48 80 1.2 4.6 40 47 80 1.3 4.8 40 48 80 1.7 5.0 40 50 80 5.2 W 0 0+ 5 10 15 25 30 35 40 one Bearing, qc (tsf) 40 80 120 160 200 240 280 320 ricti�n Rtio, 6R s P: IProjects12012112-1095.03 Riverbend (Standard Pacific Homes) IGeoUppendtcesUpp E - CPT Soundings Done GFA INT RNATIONAL 521 N.W. ENTERPRISE DRI , PORT ST. LUCIE, FLORIDA 34986 PHONE: (772) 924-3 75 - Fax: (772) 924-3580 CONE PENETRATION SOUNDING (ASTM D 3441) Client: Standard Pacific Homes, South Florida Date: 1/28/2014 Project No.: 12-1095.03 Project: Proposed Riverbend Development: Lots 1-47 Lab No.: NE Corner of Gilson Rd & NW Turnabout L , St. Lucie County, FL Field Crew: PM/WN Rig ID: OshKosh Location: CPT @ Lot 21 (Front) N27.220900 W80.292 9° Page: 1 of 1 Elevation: Existing Grade Field Data I qc (w) FR Depth (meters) P P+S 12 24 4.4 22 30 44 3.0 22 32 44 3.0 30 40 60 2.2 37 47 74 2.0 37 48 74 0.9 22 27 44 2.4 12 20 24 3.9 13 20 26 2.0 15 19 30 2.2 12 17 24 2.8 9 14 18 1.5 15 17 30 2.6 18 24 36 2.2 24 30 48 2.8 30 40 60 2.2 35 45 70 2.1 43 54 86 2.3 43 58 86 1.8 45 57 90 1.8 35 47 70 1.9 45 55 90 1.8 40 52 80 2.1 42 55 84 2.4 43 58 86 1.1 48 55 96 0.2 0.4 0.6 0.8 1.0 1.2 1.4 1.6 1.8 2.0 2.2 2.4 2.6 2.8 3.0 3.2 3.4 3.6 3.8 4.0 4.2 4.4 4.6 4.8 5.0 5.2 0 0+ 5 10 15 25 30 35 i 40 Cone Bearing, qc (tsf) ricY n R tio, FR 40 80 120 160 200 240 280 . 320 U 6 8 P: IProjec1s12012112-1095.03 Riverbend (Standard Pacific Homes) UeoWppend�cesWpp E - CPT Soundings Done GFA INTERNATIONAL 521 N.W. ENTERPRISE M E, PORT ST. LUCIE, FLORIDA 34986 PHONE: (772) 924-3�75 - FAX: (772) 924-3580 CONE PENETRATION SOUNDING (ASTM D 3441) Client: Standard Pacific Homes, South Florida Date: 1/28/2014 Project No.: 12-1095.03 Project: Proposed Riverbend Development: Lots 1-47 Lab No.: NE Corner of Gilson Rd & NW Turnabout L i, St. Lucie County, FL Field Crew: PM/WN Rig ID: OshKosh Location: CPT @ Lot 21 (Back) N27.220770 W80.291 1° Page: 1 of 1 Elevation: Existing Grade Field Data qc (ts}) FR Depth (meters) P P+S 19 38 3.5 0.2 50 60 100 1.3 0.4 80 90 160 0.8 0.6 60 70 120 1.1 0.8 35 45 70 1.3 1.0 20 27 40 1.0 1.2 10 13 20 2.6 1.4 8 12 16 6.6 1.6 11 19 22 3.6 1.8 14 20 28 4.2 2.0 15 24 30 5.7 2.2 22 35 44 3.6 2.4 33 45 66 2.6 2.6 27 40 54 3.4 2.8 28 42 56 3.5 3.0 30 45 60 2.6 3.2 25 37 50 2.6 3.4 50 60 100 1.7 3.6 32 45 64 1.9 3.8 38 47 76 2.1 4.0 48 60 96 2.3 4.2 38 55 76 2.4 4.4 36 50 72 2.8 4.6 40 55 80 2.5 4.8 43 58 86 1.1 5.0 35 42 70 5.2 w 0 0 -} 5 10 15 25 30 35 40 one Bearing, qc (tsf) rictign Rtio, 611 $ 40 80 120 160 200 240 280 320 P: IProjects12012112-1095.03 Riverbend (Standard Pacific Homes) IGeoUppend}cesUpp E -CPT Soundings Done GFA INT RRNATIONAL 521 N.W. ENTERPRISE DRI��vVEE, PORT ST. LUCIE, FLORIDA 34986 PHONE: (772) 924-3 575 - FAx: (772) 924-3580 CONE PENETRATIONI SOUNDING (ASTM D 3441) Client: Standard Pacific Homes, South Florida Date: 1/28/2014 Project No.: 12-1095.03 Project: Proposed Riverbend Development: Lots 1-47 Lab No.: NE Corner of Gilson Rd & NW Turnabout L ri, St. Lucie County, FL Field Crew: PNMN Rig ID: OshKosh Location: CPT @ Lot 22 (Front) N27.220691 W80.29 020 Page: 1 of 1 Elevation: Existing Grade Field Data qC (tsf) FR Depth (meters) P P+S 11 22 3.0 0.2 30 35 60 1.5 0.4 28 35 56 2.4 0.6 30 40 60 1.5 0.8 53 60 106 2.5 1.0 50 70 100 2.0 1.2 40 55 80 1.8 1.4 34 45 68 2.5 1.6 35 48 70 1.3 1.8 33 40 66 3.0 2.0 25 40 50 2.4 2.2 14 23 28 2.4 2.4 19 24 38 2.1 2.6 20 26 40 1.3 2.8 20 24 40 4.0 3.0 18 30 36 1.8 3.2 40 45 80 1.7 3.4 30 40 60 2.0 3.6 33 42 66 0.4 3.8 38 40 76 2.6 4.0 38 53 76 1.7 4.2 40 50 80 1.7 4.4 32 42 64 2.5 4.6 22 34 44 3.6 4.8 34 46 68 2.9 5.0 35 50 70 5.2 Cone Bearing, qc (tsf) U rict' n R tio, FR6 8 0 40 80 120 160 200 240 280 320 0 5 10 15 d w a� 20 a A 25 30 35 40 P: IProjects12012112-1095.03 2iverbend (Standard Pacific Homes) IGeoUppendicesUpp E -CPT Soundings Done GFA INTERNATIONAL 521 N.W. ENTERPRISE DRIVE, PORT ST. LUCIE, FLORIDA 34986 PHONE: (772) 924-3�75 - FAX: (712) 924-3580 CONE PENETRATIONI SOUNDING (ASTM D 3441) Client: Standard Pacific Homes, South Florida Date: 1/28/2014 Project No.: 12-1095.03 Project: Proposed Riverbend Development: Lots 1-47 Lab No.: NE Corner of Gilson Rd & NW Turnabout L a, St. Lucie County, FL Field Crew: PM/WN Rig ID: OshKosh Location: CPT @ Lot 22 (Back) N27.220541 W80.291 30 Page: 1 of 1 Elevation: Existing Grade Field Data q. (tsf) FIR(meters) Depth P P+S 15 30 3.1 0.2 28 35 56 4.0 0.4 20 37 40 2.3 0.6 15 22 30 4.4 0.8 35 45 70 1:5 1.0 52 60 104 1.7 1.2 45 58 90 1.8 1.4 40 52 80 1.8 1.6 37 48 74 1.8 1.8 40 50 80 1.3 2.0 30 38 60 1.8 2.2 20 28 40 2.3 2.4 17 24 34 3.5 2.6 20 29 40 2.3 2.8 17 24 34 3.5 3.0 15 24 30 4.4 3.2 40 50 80 2.6 3.4 22 38 44 5.4 3.6 25 43 50 4.5 3.8 28 45 56 3.1 4.0 30 43 60 2.6 4.2 29 41 58 1.8 4.4 30 38 60 4.0 4.6 30 48 60 2.6 4.8 38 50 76 1.7 5.0 38 48 76 5.2 Cone Bearing, qc (tsf) 0 40 80 120 160 200 240 280 320 �rictign Rtio, FR 8 0 5 10 15 w y 20 a d A 25 30 35 40 P: IProjeas12012112-1095.03 Riverbend (Standard Pacific Homes) IGeoWppendjcesWpp E - CPT Soundings Done GFA INTERNATIONAL 521 N.W. ENTERPRISE DRII E, PORT ST. LUCIE, FLORIDA 34986 PHONE: (772) 924-3575 - FAx: (772) 924-3580 CONE PENETRATION SOUNDING (ASTM D 3441) Client: Standard Pacific Homes, South Florida Date: 1/28/2014 Project No.: 12-1095.03 Project: Proposed Riverbend Development: Lots 1-47 Lab No.: NE Corner of Gilson Rd & NW Turnabout L ri, St. Lucie County, FL Field Crew: PM/WN Rig ID: OshKosh Location: CPT @ Lot 23 (Front) N27.220341 W80.29 940 Page: 1 of 1 Elevation: Existing Grade Field Data qC (ts}) FR Depth (meters) P P+S 17 34 1.9 0.2 30 35 60 1.5 0.4 25 32 50 3.4 0.6 35 48 70 2.5 0.8 50 63 100 2.4 1.0 40 58 80 1.3 1.2 19 27 38 2.1 1.4 17 23 34 2.7 1.6 18 25 36 2.2 1.8 15 21 30 2.6 2.0 12 18 24 5.5 2.2 18 28 36 3.7 2.4 25 35 50 2.6 2.6 30 40 60 2.2 2.8 '- 55 65 110 1.4 3.0 50 62 100 1.8 3.2 32 46 64 2.7 3.4 27 40 54 2.2 3.6 28 37 56 3.1 3.8 27 40 54 2.4 4.0 30 40 60 3.3 4.2 20 35 40 4.0 4.4 25 37 50 4.0 4.6 35 50 70 1.9 4.8 32 42 64 1.4 5.0 30 37 60 5.2 0 0+ 5 10 15 25 30 35 40 Clone Bearing, qc (tsf) �ricti n Ritio, FR 40 80 I 120 160 200 240 280 320 8 P: Wrojects12012V 2-1095.03 Riverbend (Standard Pacific Homes) IGeoWppendjcesWpp E - CPT Soundings Done GFA INT RNATIONAL 521 N.W. ENTERPRISE DRI E, PORT ST. LucIE, FLORIDA 34986 PHONE: (772) 924-3 75 - FAx: (772) 924-3580 CONE PENETRATION SOUNDING (ASTM D 3441) Client: Standard Pacific Homes, South Florida Date: 1/28/2014 Project No.: 12-1095.03 Project: Proposed Riverbend Development: Lots 1-47 Lab No.: NE Corner of Gilson Rd & NW Turnabout L , St. Lucie County, FL Field Crew: PM/WN Rig ID: OshKosh Location: CPT @ Lot 23 (Back) N27.22024° W80.291 1° Page: 1 of 1 Elevation: Existing Grade Field'Data q� (tsf) FR Depth (meters) P P+S 9 18 7.3 0.2 20 30 40 3.6 0.4 32 43 64 2.5 0.6 40 52 80 1.7 0.8 50 60 100 1.3 1.0 70 80 140 1.2 1.2 37 50 74 2.1 1.4 28 40 56 2.4 1.6 40 50 80 2.5 1.8 40 55 80 1.7 2.0 40 50 80 2.1 2.2 30 43 60 2.2 2.4 30 40 60 1.5 2.6 18 25 36 1.8 2.8 5 10 10 5.3 3.0 7 11 14 5.7 3.2 22 28 44 3.6 3.4 22 34 44 2.7 3.6 28 37 56 1.4 3.8 22 28 44 3.0 4.0 18 28 36 3.7 4.2 25 35 50 2.6 4.4 20 30 40 2.3 4.6 27 34 54 2.4 4.8 30 40 60 1.8 5.0 30 38 60 5.2 A 0 04 5 10 15 25 30 35 40 one Bearing, qc (tsf) Yrictign Ritio, FR $ 40 80 120 160 200 240 280 320 i P: IProjeds12012112-1095.03 Riverbend (Standard Pacific Homes)IGeoUppend .Wpp E - CPT Soundings Done GFA INTERNATIONAL 521 N.W. ENTERPRISE DRIIVE, PORT ST. LUCIE, FLORIDA 34986 PHONE: (772) 924-3575 - FAX: (772) 924-3580 CONE PENETRATION) SOUNDING (ASTM D 3441) Client: Standard Pacific Homes, South Florida Date: 1/28/2014 Project No.: 12-1095.03 Project: Proposed Riverbend Development: Lots 1-47 Lab No.: NE Corner of Gilson Rd & NW Turnabout L , St. Lucie County, FL Field Crew: PM/WN Rig ID: OshKosh Location: CPT @ Lot 24 (Front) N27.220211 W80.29 631 Page: 1 of 1 Elevation: Existing Grade Field Data qc (tsf) FR Depth (meters) P P+S 8 16 8.3 0.2 30 40 60 1.5 0.4 35 42 70 1.5 0.6 32 40 64 1.7 0.8 27 35 54 2.4 1.0 25 35 50 3.2 1.2 30 42 60 3.1 1.4 36 50 72 2.8 1.6 50 65 100 1.6 1.8 55 67 110 2.2 2.0 52 70 104 2.5 2.2 45 65 90 1.9 2.4 32 45 64 1.9 2.6 28 37 56 0.2 2.8 42 43 84 1.4 3.0 28 37 56 2.8 3.2 25 37 50 3.4 3.4 28 41 56 3.5 3.6 35 50 70 2.5 3.8 45 58 90 2.1 4.0 43 57 86 1.7 4.2 42 53 84 2.4 -)4.4 25 40 50 2.6 4.6 20 30 40 2.3 4.8 55 62 110 2.4 5.0 60 80 120 5.2 rl 0 0+ 5 10 15 25 30 35 40 one Bearing, qc (tsf) 40 80 120 160 200 240 280 320 rictign Rtio, F6R 8 P: IProjec1s12012112-1095.03 Riverbend (Standard Pacific Homes) IGeolAppendicesUpp E - CPT Soundings Done GFA INTRNATIONAL 521 N.W. ENTERPRISE DRI E, PORT ST. LUCIE, FLORIDA 34986 PHONE: (772) 924-3 75 - FAX: (772) 924-3580 CONE PENETRATION I SOUNDING (ASTM D 3441) Client: Standard Pacific Homes, South Florida Date: 1/28/2014 Project No.: 12-1095.03 Project: Proposed Riverbend Development: Lots 1-47 Lab No.: NE Corner of Gilson Rd & NW Turnabout Li i, St. Lucie County, FL Field Crew: PM/WN Rig ID: OshKosh Location: CPT @ Lot 24 (Back) N27.220281 W80.292 20 Page: 1 of 1 Elevation: Existing Grade Field Data I q� (tsf) FR Depth (meters) p P+S 11 22 3.6 0.2 34 40 68 1.6 0.4 27 35 54 2.4 0.6 50 60 100 2.0 0.8 48 63 96 2.1 1.0 45 60 90 1.5 1.2 40 50 80 2.5 1.4 40 55 80 2.5 1.6 45 60 90 2.2 1.8 50 65 100 1.5 2.0 52 63 104 2.5 2.2 80 100 1.60 1.7 2.4 60 80 120 2.4 2.6 48 70 96 1.7 2.8 40 52 80 2.0 3.0 35 47 70 1.5 3.2 35 43 70 0.4 3.4 38 40 76 2.3 3.6 27 40 54 3.4 3.8 33 47 66 2.0 4.0 40 50 80 2.0 4.2 35 47 70 2.5 4.4 32 45 64 3.1 4.6 37 52 74 1.8 4.8 35 45 70 1.7 5.0 38 47 76 5.2 A 0 0+ 5 10 15 25 30 35 40 Cone Bearing, qc (tsf) rict4) Ratio, FR 8 40 80 120 160 200 240 280 320 P: IProjects12012112-I095.03 Riverbend (Standard Pacific Homes) IGeoWppendi�esW pp G - CPT Soundings Done GFA INT IEIRNATIONAL 521 N.W. ENTERPRISE DRIVE, PORT ST. LUCIE, FLORIDA 34986 PHONE: (772) 924-3575 - FAx: (772) 924-3580 CONE PENETRATIOl SOUNDING (ASTM D 3441) Client: Standard Pacific Homes, South Florida Date: 1/28/2014 Project No.: 12-1095.03 Project: Proposed Riverbend Development: Lots 1-47 Lab No.: NE Corner of Gilson Rd & NW Turnabout Ln, St. Lucie County, FL Field Crew: PM/WN Rig ID: OshKosh Location: CPT @ Lot 25 (Front) N27.220371 W80.29 710 Page: 1 of 1 Elevation: Existing Grade Field Data q� (ts� FR Depth (meters) P P+S 7 14 6.6 0.2 18 25 36 2.9 0.4 35 43 70 1.5 0.6 35 43 70 1.5 0.8 20 28 40 1.7 1.0 12 17 24 1.1 1.2 4 6 8 5.0 1.4 5 8 10 13.2 1.6 20 30 40 6.6 1.8 50 70 100 2.6 2.0 70 90 140 1.1 2.2 48 60 96 2.5 2.4 42 60 84 2.0 2.6 30 43 60 2.6 2.8 25 37 50 2.1 3.0 52 60 104 2.3 3.2 30 48 60 2.4 3.4 37 48 74 2.5 3.6 36 50 72 2.6 3.8 39 53 78 2.2 4.0 37 50 74 1.8 4.2 35 45 70 1.7 4.4 33 42 66 2.0 4.6 32 42 64 1.4 4.8 38 45 76 0.9 5.0 40 45 80 5.2 Cone Bearing, qc (tsi) rlct' n R tio, FR 0 40 80 120 160 200 240 280 320 I 6 8 0 5 10 15 d w 20 a A 25 30 35 40 P: IProjects12012112-1095.03 Riverbend (Standard Pacific Homes)lGeoWppen�iceslApp E - CPT Soundings Done GFA INT RNATIONAL 521 N.W. ENTERPRISE DRI E, PORT ST. LUCIE, FLORIDA 34986 PHONE: (772) 924-3 75 - FAX: (772) 924-3580 CONE PENETRATION SOUNDING (ASTM D 3441) Client: Standard Pacific Homes, South Florida Date: 1/28/2014 Proj ect No.: 12-1095.03 Project: Proposed Riverbend Development: Lots 1-47 Lab No.: NE Corner of Gilson Rd & NW Turnabout L ii, St. Lucie County, FL Field Crew: PM/WN Rig ID: OshKosh Location: CPT @ Lot 25 (Back) N27.220571 W80.292 20 Page: 1 of 1 Elevation: Existing Grade Field Data qc FR Depth P P+S (tsf) (meters) 22 44 3.0 0.2 40 50 80 1.7 0.4 60 70 120 1.7 0.6 55 70 110 1.6 0.8 45 58 90 1.5 1.0 40 50 80 2.0 1.2 40 52 80 3.0 1.4 52 70 104 2.5 1.6 80 100 160 1.7 1.8 70 90 140 1.4 2.0 65 80 130 1.6 2.2 36 52 72 2.2 2.4 30 42 60 1.8 2.6 27 35 54 2.0 2.8 28 36 56 2.4 3.0 40 50 80 1.3 3.2 30 38 60 1.1 3.4 35 40 70 1.3 3.6 36 43 72 1.8 3.8 32 42 64 1.7 4.0 35 43 70 2.8 4.2 33 48 66 2.0 4.4 45 55 90 1.5 4.6 45 55 90 1.0 4.8 48 55 96 1.7 5.0 48 60 96 5.2 0 0+ 5 10; 15 d w 20 a d A 25 30 35 40 i P: IProjects12012112-1095.03 Riverbend (Standard Pacific one Bearing, qc (tsf) 40 80 120 160 200 240 280 320 �j rictin Rtio, 6R 8 E - CPT Soundings Done N GFA INT RNATIONAL 521 N.W. ENTERPRISE DRI E, PORT ST. LUCIE, FLORIDA 34986 PHONE: (772) 924-3 75 - FAX: (772) 924-3580 CONE PENETRATION SOUNDING (ASTM D 3441) Client: Standard Pacific Homes, South Florida Date: 1/28/2014 Project No.: 12-1095.03 Project: Proposed Riverbend Development: Lots 1-47 Lab No.: NE Corner of Gilson Rd & NW Turnabout L i, St. Lucie County, FL Field Crew: PM/WN Rig ID: OshKosh Location: CPT @ Lot 26 (Front) N27.220851 W80.292 1° Page: 1 of 1 Elevation: Existing Grade Field Data q� (tsf) FR Depth (meters) p P+S 9 18 7.3 0.2 30 40 60 1.8 0.4 37 45 74 1.4 0.6 37 45 74 1.8 0.8 38 48 76 2.1 1.0 33 45 66 1.0 1.2 4 9 8 8.3 1.4 10 15 20 4.6 1.6 20 27 40 3.0 1.8 18 27 36 2.6 2.0 20 27 40 1.7 2.2 30 35 60 2.2 2.4 40 50 80 1.2 2.6 38 45 76 2.3 2.8 32 45 64 2.5 3.0 30 42 60 1.5 3.2 38 45 76 1.4 3.4 42 50 84 1.3 3.6 40 48 80 2.0 3.8 33 45 66 2.0 4.0 35 45 70 1.5 4.2 52 60 104 0.9 4.4 48 55 96 1.4 4.6 45 55 90 0.7 4.8 40 45 80 1.2 5.0 25 32 50 5.2 H 0 0+ 5 10 15 25 30 35 40 one Bearing, qc (tsf) 40 80 120 160 200 240 280 320j rictign Rtio, F6R 8 P: IProjects12012112-1095.03 Riverbend (Standard Pacific E - CPT Soundings Done GFA INT RNATIONAL 521 N.W. ENTERPRISE DRI E, PORT ST. LUCIE, FLORIDA 34986 PHONE: (772) 924-3 75 - FAX: (772) 924-3580 CONE PENETRATIONI SOUNDING (ASTM D 3441) Client: Standard Pacific Homes, South Florida Date: 1/28/2014 Project No.: 12-1095.03 Project: Proposed Riverbend Development: Lots 1-47 Lab No.: NE Corner of Gilson Rd & NW Turnabout Ln, St. Lucie County, FL Field Crew: PM/WN Rig ID: OshKosh Location: CPT @ Lot 26 (Back) N27.220901 W80.293 61 Page: 1 of 1 Elevation: Existing Grade Field Data q. (tsf) I FR Depth (meters) p I P+S 7 14 4.7 0.2 30 35 60 1.8 0.4 32 40 64 2.1 0.6 32 42 64 2.1 0.8 30 40 60 2.9 1.0 30 43 60 3.3 1.2 65 80 130 2.0 1.4 80 100 160 1.7 1.6 80 100 160 1.2 1.8 55 70 110 1.8 2.0 40 55 80 0.8 2.2 25 30 50 2.6 2.4 25 35 50 1.3 2.6 30 35 60 2.9 2.8 32 45 64 2.5 3.0 38 50 76 2.8 3.2 32 48 64 3.5 3.4 25 42 50 3.4 3.6 32 45 64 1.7 3.8 40 48 80 .1.7 4.0 35 45 70 2.8 4.2 38 53 76 1.4 4.4 38 46 76 1.7 4.6 22 32 44 3.0 4.8 70 80 140 1.9 5.0 80 100 160 5.2 r=1 0 0+ 5 10 15 1 25 30 35 40 one Bearing, qc (tsf) 40 80 120 160 200 240 280 320 �j'rictign Rtio, F6R 8 P: IProjects12012112-1095.03 Riverbend (Standard Pacific E - CPT Soundings Done GFA INTERNATIONAL 521 N.W. ENTERPRISE DRI E, PORT ST. LUCIE, FLORIDA 34986 PHONE: (772) 924-3 75 - FAH: (772) 924-3580 CONE PENETRATION SOUNDING (ASTM D 3441) Client: Standard Pacific Homes, South Florida Date: 2/4/2014 Project No.: 12-1095.03 Project: Proposed Riverbend Development: Lots 1-47 Lab No.: NE Corner of Gilson Rd & NW Turnabout Lri, St. Lucie County, FL Field Crew: PM/WN Rig ID: OshKosh Location: CPT @ Lot 27 (Front) N27.22170° W80.29 63° Page: 1 of 1 Elevation: Existing Grade Field Data q� (tsf FR Depth (meters) P P+S 15 30 3.5 0.2 40 48 80 1.7 0.4 50 60 100 2.6 0.6 70 90 140 1.9 0.8 70 90 140 1.9 1.0 80 100 160 1.7 1.2 100 120 200 1.3 1.4 100 120 200 1.3 1.6 80 100 160 1.7 1.8 90 110 180 1.5 2.0 150 170 300 0.9 2.2 60 80 120 1.1 2.4 50 60 100 2.4 2.6 27 45 54 3.7 2.8 35 50 70 2.3 3.0 40 52 80 2.5 3.2 40 55 80 2.0 3.4 28 40 56 3.5 3.6 25 40 50 2.9 3.8 25 36 50 2.6 4.0 24 34 48 1.1 4.2 20 24 40 1.3 4.4 20 24 40 3.3 4.6 20 30 40 0.7 4.8 33 35 66 6.0 5.0 22 52 44 5.2 W Cone Bearing, qc (tsf) Friction Ratio, FR 0 40 80 120 160 200 240 280 320 0 2 4 6 8 0 5 10 15 25 30 35 40 P: IProjects12012112-1095.03 Riverbend (Standard Pacific Homes) IGeoUppen4iceslApp E - CPT Soundings Done GFA INTERNATIONAL 521 N.W. ENTERPRISE DRII E, PORT ST. LUCIE, FLORIDA 34986 PHONE: (772) 924-3575 - FAX: (772) 924-3580 CONE PENETRATION SOUNDING (ASTM D 3441) Client: Standard Pacific Homes, South Florida Date: 2/4/2014 Project No.: 12-1095.03 Project: Proposed Riverbend Development: Lots 1-47 Lab No.: NE Corner of Gilson Rd & NW Turnabout L , St. Lucie County, FL Field Crew: PM/WN Rig ID: OshKosh Location: CPT @ Lot 27 (Back) N27.221471 W80.293 6° Page: 1 of 1 Elevation: Existing Grade Field Data qc (tsf) FR Depth (meters) p P+S 12 24 4.4 0.2 32 40 64 2.1 0.4 45 55 90 1.9 0.6 52 65 104 1.5 0.8 50 62 100 2.2 1.0 48 65 96 2.5 1.2 50 68 100 2.2 1.4 48 65 96 2.3 1.6 50 67 100 5.0 1.8 32 70 64 4.1 2.0 80 100 160 0.7 2.2 22 30 44 3.0 2.4 20 30 40 3.3 2.6 30 40 60 1.5 2.8 35 42 70 2.3 3.0 35 47 70 3.4 3.2 42 60 84 1.9 3.4 30 42 60 2.9 3.6 32 45 64 2.7 3.8 45 58 90 2.1 4.0 38 52 76 3.0 4.2 45 62 90 1.0 4.4 45 52 90 1.5 4.6 55 65 110 1.8 4.8 45 60 90 2.9 5.0 60 80 120 5.2 A one Bearing, qc (tsf) Friction Ratio, FR 0 40 80 120 160 200 240 280 320 0 2 4 6 8 0 5 10 15 25 30 35 40 P: IProjec1A2012U2-1095.03 Riverbend (Standard Pacific Homes) IGeoUppen4icesWpp E - CPT Soundings Done GFA INTERNATIONAL 521 N.W. ENTERPRISE DRI E, PORT ST. LUCIE, FLORIDA 34986 PHONE: (772) 924-3575 - FAx: (772) 924-3580 CONE PENETRATION SOUNDING (ASTM D 3441) Client: Standard Pacific Homes, South Florida Date: 2/4/2014 Project No.: 12-1095.03 Project: Proposed Riverbend Development: Lots 1-47 Lab No.: NE Corner of Gilson Rd & NW Turnabout L , St. Lucie County, FL Field Crew: PM/WN Rig ID: OshKosh Location: CPT @ Lot 28 (Front) N27.221481 W80.293 11 Page: 1 of 1 Elevation: Existing Grade Field Data qc (tsf) FR Depth (meters) P P+S 24 48 1.4 0.2 30 35 60 2.2 0.4 50 60 100 2.6 0.6 70 90 140 1.9 0.8 70 90 140 1.9 1.0 70 90 140 1.9 1.2 60 80 120 1.7 1.4 55 70 110 2.4 1.6 60 80 120 2.2 1.8 70 90 140 1.4 2.0 65 80 130 2.3 2.2 27 50 54 2.9 2.4 28 40 56 2.4 2.6 32 42 64 2.7 2.8 22 35 44 3.6 3.0 25 37 50 3.4 3.2 22 35 44 4.5 3.4 27 42 54 3.2 3.6 32 45 64 1.7 3.8 35 43 70 1.3 4.0 35 42 70 1.1 4.2 42 48 84 2.0 4.4 20 33 40 3.3 4.6 48 58 96 2.8 4.8 70 90 140 1.9 5.0 110 130 220 5.2 A C ne Bearing, qc (tsf) Friction Ratio, FR 0 40 80 120 160 200 240 280 320 0 2 4 6 8 0 5 10 15 25 30 35 40 P: IProjects12012112-1095.03 Riverbend (Standard Pacific Homes) 1GeoWppend{cesWpp E - CPT Soundings Done 0 GFA INTERNATIONAL 521 N.W. ENTERPRISE DRIVE, PORT ST. LUCIE, FLORIDA 34986 PHONE. (772) 924-3575 - FAX. (772) 924-3580 CONE PENETRATIO SOUNDING (ASTM D 3441) Client: Standard Pacific Homes, South Florida Date: 2/4/2014 Project No.: 12-1095.03 Project: Proposed Riverbend Development: Lots 1-47 Lab No.: NE Corner of Gilson Rd & NW Turnabout IL n, St. Lucie County, FL Field Crew: PM/WN Rig ID: OshKosh Location: CPT @ Lot 28 (Back) N27.221261 W80.293$50 Page: 1 of 1 Elevation: Existing Grade Field Data I q� (tsf) FR Depth (meters) P P+S 25 50 2.1 0.2 42 50 84 2.0 0.4 42 55 84 1.6 0.6 50 60 100 1.7 0.8 45 58 90 1.9 1.0 42 55 84 2.0 1.2 52 65 104 2.5 1.4 60 80 120 2.2 1.6 90 110 180 1.5 1.8 50 70 100 3.0 2.0 25 48 50 2.6 2.2 20 30 40 5.0 2.4 25 40 50 4.8 2.6 32 50 64 2.9 2.8 43 57 86 1.5 3.0 45 55 90 2.9 3.2 28 48 56 3.1 3.4 42 55 84 2.8 3.6 40 58 80 2.0 3.8 40 52 80 1.3 4.0 39 47 78 2.4 4.2 28 42 56 2.4 4.4 70 80 140 0.9 4.6 80 90 160 1.7 4.8 120 140 240 1.1 5.0 140 160 280 5.2 r1 0 0+ 5 10 15 25 30 35 40 Gone Bearing, qc (tsf) Friction Ratio, FR 40 80 I 120 160 200 240 280 320 0 2 4 6 8 P: W rojects12012112-1095.03 Riverbend (Standard Pacific Homes) E - CPT Soundings Done GFA INTERNATIONAL 521 N.W. ENTERPRISE DRIVE, PORT ST. LUCIE, FLORIDA 34986 PHONE: (772) 924-3575 - FAX: (772) 924-3580 CONE PENETRATION SOUNDING (ASTM D 3441) Client: Standard Pacific Homes, South Florida Date: 2/4/2014 Project No.: 12-1095.03 Project: Proposed Riverbend Development: Lots 1-47 Lab No.: NE Corner of Gilson Rd & NW Turnabout Ln, St. Lucie County, FL Field Crew: PM/WN Rig ID: OshKosh Location: CPT @ Lot 29 (Front) N27.221290 W80.294 040 Page: 1 of 1 Elevation: Existing Grade Field Data qC (tst) FR Depth (meters) P P+S 20 40 3.3 0.2 40 50 80 1.7 0.4 45 55 90 2.2 0.6 40 55 80 2.8 0.8 35 52 70 3.8 1.0 80 100 160 1.7 1.2 100 120 200 1.3 1.4 120 140 240 1.1 1.6 70 90 140 1.6 1.8 28 45 56 3.5 2.0 20 35 40 2.3 2.2 20 27 40 2.6 2.4 30 38 60 2.9 2.6 27 40 54 2.0 2.8 32 40 64 2.5 3.0 30 42 60 4.0 3.2 32 50 64 3.5 3.4 35 52 70 2.5 3.6 32 45 64 1.7 3.8 35 43 70 1.9 4.0 35 45 70 1.1 4.2 30 36 60 2.6 4.4 30 42 60 4.4 4.6 80 100 160 1.7 4.8 150 170 300 0.9 5.0 170 190 340 5.2 A 0 0+ 5 10 15 25 30 35 40 one Bearing, qc (tsf) Friction Ratio, FR 40 80 120 160 200 240 280 320 0 2 4 6 8 P: Wrojects12012112-1095.03 Riverbend (Standard Pacific Homes) IGeoW ppengicesWpp E - CPT Soundings Done GFA INTERNATIONAL 521 N.W. ENTERPRISE DRI , PORT ST. LUCIE, FLORIDA 34986 PHONE: (772) 924-3r 5 - FAX: (772) 924-3580 CONE PENETRATION SOUNDING (ASTM D 3441) Client: Standard Pacific Homes, South Florida Date: 2/4/2014 Project No.: 12-1095.03 Project: Proposed Riverbend Development: Lots 1-47 Lab No.: NE Corner of Gilson Rd & NW Turnabout Lit, St. Lucie County, FL Field Crew: PM/WN Rig ID: OshKosh Location: CPT @ Lot 29 (Back) N27.221101 W80.294 1° Page: 1 of 1 Elevation: Existing Grade Field Data qc (tsf) FR Depth (meters) P P+S 9 18 7.3 0.2 40 50 80 2.5 0.4 65 80 130 1.5 0.6 65 80 130 1.0 0.8 60 70 120 1.1 1.0 60 70 120 1.9 1.2 48 65 96 1.8 1.4 27 40 54 2.7 1.6 24 35 48 1.4 1.8 43 48 86 2.6 2.0 25 42 50 5.3 2.2 25 45 50 5.3 2.4 32 52 64 4.1 2.6 22 42 44 4.2 2.8 26 40 52 2.0 3.0 32 40 64 2.3 3.2 35 46 70 1.5 3.4 35 43 70 1.5 3.6 35 43 70 1.3 3.8 28 35 56 2.4 4.0 20 30 40 3.3 4.2 40 50 80 5.3 4.4 28 60 56 2.4 4.6 80 90 160 1.7 4.8 80 100 160 1.7 5.0 70 90 140 5.2 A 0 0+ 5 10 15 25 30 35 40 C ne Bearing, qc (tsf) Friction Ratio, FR 40 80 120 160 200 240 280 320 0 2 4 6 8 P: IProjects12012112-1095.03 Riverbend (Standard Pacific Homes) IGeoWppend{cesWpp E -CPT Soundings Done GFA INT RNATIONAL 521 N.W. ENTERPRISE DRIVE, PORT ST. LUCIE, FLORIDA 34986 PHONE: (772) 924- 75 - FAX: (772) 924-3580 CONE PENETRATION SOUNDING (ASTM D 3441) Client: Standard Pacific Homes, South Florida Date: 2/4/2014 Proj ect No.: 12-1095.03 Project: Proposed Riverbend Development: Lots 1-47 Lab No.: NE Corner of Gilson Rd & NW Turnabout Ln, St. Lucie County, FL Field Crew: PM/WN Rig ID: OshKosh Location: CPT @ Lot 30 (Front) N27.221081 W80.29 200 Page: 1 of 1 Elevation: Existing Grade Field Data I q� (tsf) FR Depth (meters) P P+S 18 36 3.7 0.2 30 40 60 2.2 0.4 60 70 120 2.2 0.6 80 100 160 1.7 0.8 80 100 160 0.8 1.0 70 80 140 1.9 1.2 70 90 140 1.9 1.4 90 110 180 1.1 1.6 65 80 130 2.0 1.8 100 120 200 0.7 2.0 100 110 200 0.7 2.2 22 33 44 3.0 2.4 20 30 40 3.0 2.6 22 31 44 3.0 2.8 20 30 40 3.6 3.0 19 30 38 4.5 3.2 30 43 60 1.5 3.4 30 37 60 1.1 3.6 30 35 60 1.5 3.8 35 42 70 0.9 4.0 35 40 70 1.9 4.2 30 40 60 2.2 4.4 80 90 160 1.7 4.6 80 100 160 1.7 4.8 80 100 160 1.7 5.0 90 110 180 5.2 1-1 0 0+ 5 10 15 25 30 35 40 one Bearing, qc (tsf) Friction Ratio, FR 40 80 120 160 200 240 280 320 0 2 4 6 8 P: Wrojects12012U2-1095.03 Riverbend (Standard Pacific Homes) IGeoWppenr(icesWpp E - CPT Soundings Done GFA INTERNATIONAL 521 N.W. ENTERPRISE DRIVE, PORT ST. LUCIE, FLORIDA 34986 PHONE: (772) 924-3575 - FAx: (772) 924-3580 CONE PENETRATIO SOUNDING (ASTM D 3441) Client: Standard Pacific Homes, South Florida Date: 2/4/2014 Project No.: 12-1095.03 Project: Proposed Riverbend Development: Lots 1-47 Lab No.: NE Corner of Gilson Rd & NW Turnabout L n, St. Lucie County, FL Field Crew: PM/WN Rig ID: OshKosh Location: CPT @ Lot 30 (Back) N27.220881 W80.294 00 Page: 1 of 1 Elevation: Existing Grade Field Data I qC (tsf) FR Depth (meters) P P+S 15 30 4.4 0.2 40 50 80 1.7 0.4 55 65 110 2.6 0.6 58 80 116 2.3 0.8 50 70 100 2.4 1.0 52 70 104 1.9 1.2 65 80 130 1.0 1.4 80 90 160 1.7 1.6 35 55 70 1.9 1.8 50 60 100 2.6 2.0 80 100 160 1.2 2.2 32 46 64 1.7 2.4 30 38 60 2.2 2.6 30 40 60 3.3 2.8 20 35 40 6.9 3.0 27 48 54 2.9 3.2 33 45 66 2.0 3.4 35 45 70 1.9 3.6 32 42 64 1.7 3.8 25 33 50 1.8 4.0 25 32 50 2.6 4.2 40 50 80 1.7 4.4 55 65 110 1.2 4.6 110 120 220 0.6 4.8 120 130 240 1.1 5.0 120 140 240 5.2 0 0+ 5 10 15 w 20 a d 25 30 35 40 one Bearing, qc (tsf) Friction Ratio, FR 40 80 120 160 200 240 280 320 0 2 4 6 8 P: IProjectA2012112-1095.03 Riverbend (Standard Pacific Homes) IGeoWppendicesWpp E - CPT Soundings Done GFA INT RNATIONAL 521 N.W. ENTERPRISE D VE, PORT ST. LUCIE, FLORIDA 34986 PHONE: (772) 924- 575 - FAx: (772) 924-3580 CONE PENETRATIO SOUNDING (ASTM D 3441) Client: Standard Pacific Homes, South Florida Date: 2/4/2014 Project No.: 12-1095.03 Project: Proposed Riverbend Development: Lots 1-47 Lab No.: NE Corner of Gilson Rd & NW Turnabout I n, St. Lucie County, FL Field Crew: PM/WN Rig ID: OshKosh Location: CPT @ Lot 31 (Front) N27.22084° W80.29438° Page: 1 of 1 Elevation: Existing Grade Field Data I q� (ts� FR Depth (meters) P P- 14 28 2.4 0.2 20 25 40 3.3 0.4 40 50 80 1.7 0.6 60 70 120 1.3 0.8 58 70 116 1.1 1.0 60 70 120 2.0 1.2 62 80 124 2.1 1.4 80 100 160 1.5 1.6 22 40 44 3.0 1.8 45 55 90 1.5 2.0 40 50 80 3.0 2.2 62 80 124 1.1 2.4 30 40 60 3.1 2.6 28 42 56 0.7 2.8 45 48 90 0.3 3:0 45 47 90 1.9 3.2 37 50 74 2.1 3.4 43 55 86 1.8 3.6 18 30 36 4.0 3.8 32 43 64 2.9 4.0 33 47 66 2.0 4.2 30 40 60 2.6 4.4 30 42 60 2.9 4.6 57 70 114 1.7 4.8 65 80 130 1.5 5.0 65 80 130 5.2 0 04 5 10 15 25 30 35 40 Qone Bearing, qc (tsf) Friction Ratio, FR 40 80 120 160 200 240 280 320 0 2 4 6 8 P: IProjects12012112-1095.03 2iverbend (Standard Pacific Hanes) IGeoL4ppen4icesUpp E - CPT Soundings Done 0 GFA INT RNATIONAL 521 N.W. ENTERPRISE D VE, PORT ST. LUCIE, FLORIDA 34986 PHONE: (772) 924- 575 - FAH: (772) 924-3580 CONE PENETRATIOl SOUNDING (ASTM D 3441) Client: Standard Pacific Homes, South Florida Project: Proposed Riverbend Development: Lots 1-47 NE Corner of Gilson Rd & NW Turnabout In, St. Lucie County, FL Location: CPT @ Lot 31 (Back) N27.220591 W80.294 351 Elevation: Existing Grade Date: 2/4/2014 Project No.: 12-1095.03 Lab No.: Field Crew: PM/WN Rig ID: OshKosh Page: 1 of 1 Cone Bearing, qc (tst) Friction Ratio, FR Field Data q� I I Depth P+ FR 0 40 80 120 160 200 240 280 320 0 2 4 6 8 (tsf) (meters) P S 10 20 3.3 27 32 54 2.4 40 50 80 3.3 70 90 140 ' 1.4 65 80 130 1.5 45 60 90 2.5 38 55 76 1.7 45 55 90 2.2 65 80 130 1.7 45 62 90 1.8 40 52 80 0.3 25 27 50 2.6 22 32 44 3.0 20 30 40 1.7 15 20 30 4.4 15 25 30 4.4 32 42 64 2.1 35 45 70 1.9 30 40 60 1.5 28 35 56 1.2 20 25 40 2.3 28 35 56 2.4 50 60 100 2.6 70 90 140 0.9 60 70 120 2.2 50 70 100 0.2 0.4 0.6 0.8 1.0 1.2 1.4 1.6 1.8 2.0 2.2 2.4 2.6 2.8 3.0 3.2 3.4 3.6 3.8 4.0 4.2 4.4 4.6 4.8 5.0 5.2 5 10 15 25 30 35 40 P: WrojectA2012V 2-1095.03 Riverbend (Standard Pacific C - CPT Soundings Done GFA INTERNATIONAL 521 N.W. ENTERPRISE DRIVE, E, PORT ST. LUCIE, FLORIDA 34986 PHONE: (772) 924-3575 - FAX: (772) 924-3580 CONE PENETRATIONI SOUNDING (ASTM D 3441) Client: Standard Pacific Homes, South Florida Date: 2/4/2014 Project No.: 12-1095.03 Project: Proposed Riverbend Development: Lots 1-47 Lab No.: NE Corner of Gilson Rd & NW Turnabout Li, St. Lucie County, FL Field Crew: PM/WN Rig ID: OshKosh Location: CPT @ Lot 32 (Front) N27.220511 W80.29 390 Page: 1 of 1 Elevation: Existing Grade Field Data I q, (ts� FR Depth (meters) P P+S 8 16 5.8 0.2 28 35 56 2.4 0.4 38 48 76 1.9 0.6 42 53 84 2.0 0.8 37 50 74 1.8 1.0 33 43 66 3.0 1.2 45 60 90 2.9 1.4 80 100 160 1.7 1.6 130 150 260 1.0 1.8 70 90 140 1.7 2.0 42 60 84 2.4 2.2 33 48 66 2.6 2.4 34 47 68 1.7 2.6 33 42 66 1.6 2.8 34 42 68 1.4 3.0 33 40 66 2.0 3.2 40 50 80 1.3 3.4 42 50 84 1.6 3.6 45 55 90 1.6 3.8 41 52 82 1.3 4.0 42 50 84 0.9 4.2 32 38 64 2.7 4.4 35 48 70 2.8 4.6 55 70 110 1.6 4.8 52 65 104 2.5 5.0 70 90 140 5.2 Cone Bearing, qc (tsi) Friction Ratio, FR 0 40 80 120 160 200 240 280 320 0 2 4 6 8 0 5 10 15 d w 20 a A 25 30 35 40 P: IProjects12012112-1095.03 Riverbend (Standard Pacific Homes) IGeoWppen4icesUpp E - CPT Soundings Done GFA INTERNATIONAL 521 N.W. ENTERPRISE DRIVE, PoRT ST. LUCIE, FLORIDA 34986 PHONE: (772) 924-3,575 - FAX: (772) 924-3580 CONE PENETRATIO SOUNDING (ASTM D 3441) Client: Standard Pacific Homes, South Florida Date: 2/4/2014 Project No.: 12-1095.03 Project: Proposed Riverbend Development: Lots 1-47 Lab No.: NE Corner of Gilson Rd & NW Turnabout I n, St. Lucie County, FL Field Crew: PM/WN Rig ID: OshKosh Location: CPT @ Lot 32 (Back). N27.2203811 W80.294 3° Page: 1 of 1 Elevation: Existing Grade Field Data I q� (tsf) FR Depth (meters) P P+S 9 18 7.3 0.2 40 50 80 3.0 0.4 12 30 24 2.8 0.6 20 25 40 1.0 0.8 17 20 34 1.9 1.0 15 20 30 3.1 1.2 35 42 70 2.5 1.4 20 33 40 2.3 1.6 20 27 40 3.6 1.8 22 33 44 2.4 2.0 30 38 60 2.6 2.2 31 43 62 0.9 2.4 48 52 96 2.1 2.6 35 50 70 3.2 2.8 40 57 80 3.0 3.0 38 56 76 3.5 3.2 45 65 90 2.1 3.4 43 57 86 2.8 3.6 52 70 104 1.9 3.8 50 65 100 4.9 4.0 28 65 56 2.4 4.2 40 50 80 1.2 4.4 35 42 70 2.1 4.6 37 48 74 2.3 4.8 52 65 104 2.5 5.0 70 90 140 5.2 0 0+ 5 10 15 d w 20 a d 25 30 35 40 one Bearing, qc (tsf) Friction Ratio, FR 40 80 120 160 200 240 280 320 0 2 4 6 8 I P: IProjects12012112-1095.03 Riverbend (Standard Pacific Homes) IGeoUppengicesUpp E - CPT Soundings Done GFA WTIRNATIONAL 521 N.W. ENTERPRISE DRI E, PORT ST. LUCIE, FLORIDA 34986 PHONE: (772) 924-3 575 - FAX: (772) 924-3580 CONE PENETRATION SOUNDING (ASTM D 3441) Client: Standard Pacific Homes, South Florida Date: 2/4/2014 Project No.: 12-1095.03 Project: Proposed Riverbend Development: Lots 1-4 Lab No.: NE Corner of Gilson Rd & NW Turnabout n, St. Lucie County, FL Field Crew: PM/WN Rig ID: OshKosh Location: CPT @ Lot 33 (Front) N27.220381 W80.29 82° Page: 1 of 1 Elevation: Existing Grade Field Data qc (tsf) FR Depth (meters) P P+S 5 10 6.6 0.2 40 45 80 1.2 0.4 35 42 70 1.9 0.6 28 38 56 2.4 0.8 27 37 54 2.4 1.0 28 38 56 2.8 1.2 40 52 80 2.5 1.4 45 60 90 2.2 1.6 37 52 74 2.7 1.8 35 50 70 2.8 2.0 35 50 70 2.6 2.2 27 41 54 2.4 2.4 25 35 50 2.6 2.6 20 30 40 3.6 2.8 27 38 54 1.5 3.0 35 41 70 1.9 .3.2 38 48 76 1.7 3.4 30 40 60 1.1 3.6 30 35 60 1.5 3.8 28 35 56 2.4 4.0 28 38 56 2.4 4.2 35 45 70 2.1 4.4 32 43 64 2.1 4.6 32 42 64 2.1 4.8 35 45 70 1.9 5.0 40 50 80 5.2 Cone Bearing, qc (tsf) Friction Ratio, FR 0 0 40 80 120 160 200 240 280 320 0 2 4 6 8 0 A 5 10 15 25 30 35 40 P: IProjects12012112-1095.03 Riverbend (Standard Pacific Homes) UeoWppenoceMpp E - CPT Soundings Done GFA INTERNATIONAL 521 N.W. ENTERPRISE DRI E, PORT ST. LUCIE, FLORIDA 34986 PHONE: (772) 924-3 75 - FAx: (772) 924-3580 CONE PENETRATION SOUNDING (ASTM D 3441) Client: Standard Pacific Homes, South Florida Date: 2/4/2014 Project No.: 12-1095.03 Project: Proposed Riverbend Development: Lots 1-47 Lab No.: NE Corner of Gilson Rd & NW Turnabout L I, St. Lucie County, FL Field Crew: PM/WN Rig ID: OshKosh Location: CPT @ Lot 33 (Back) N27.220381 W80.295 2° Page: 1 of 1 Elevation: Existing Grade Field Data qc (ts}) FR Depth (meters) P P+S 12 24 2.8 0.2 27 32 54 2.4 0.4 35 45 70 1.5 0.6 28 36 56 2.4 0.8 25 35 50 2.6 1.0 25 35 50 2.6 1.2 35 45 70 2.5 1.4 25 38 50 3.7 1.6 27 41 54 2.0 1.8 40 48 80 1.7 2.0 45 55 90 2.2 2.2 50 65 100 1.2 2.4 18 27 36 4.4 2.6 18 30 36 2.9 2.8 42 50 84 1.4 3.0 37 46 74 1.4 3.2 32 40 64 2.7 3.4 35 48 70 2.5 3.6 35 48 70 2.5 3.8 32 45 64 2.5 4.0 28 40 56 2.4 4.2 25 35 50 3.2 4.4 38 50 76 2.3 4.6 35 48 70 2.5 4.8 37 50 74 2.0 5.0 37 48 74 5.2 0 0+ 5 10 15 25 30 35 40 C ne Bearing, qc (tsf) Friction Ratio, FR 40 80 120 160 200 240 280 320 0 2 4 6 8 P: IProjectsQ012V2-1095.03 Riverbend (Standard Pacific Homes) C - CPT Soundings Done GFA INTERNATIONAL 521 N.W. ENTERPRISE) RIVE, PORT ST. LUCIE, FLORIDA 34986 PHONE: (772) 924-3575 - FAX: (772) 924-3580 CONE PENETRATION SOUNDING (ASTM D 3441) Client: Standard Pacific Homes, South Florida Date: 2/4/2014 Project No.: 12-1095.03 Project: Proposed Riverbend Development: Lots 1 47 Lab No.: NE Corner of Gilson Rd & NW Turnabou Ln, St. Lucie County, FL Field Crew: PM/WN Rig ID: OshKosh Location: CPT @ Lot 34 (Front) N27.220711 W80. 95001 Page: 1 of 1 Elevation: Existing Grade Field Data qc (tsf) FR Depth (meters) P P+S 5 10 6.6 0.2 27 32 54 2.0 0.4 32 40 64 1.9 0.6 25 34 50 2.6 0.8 25 35 50 2.6 1.0 28 38 56 4.2 1.2 42 60 84 1.1 1.4 55 62 110 2.4 1.6 32 52 64 1.4 1.8 45 52 90 1.9 2.0 42 55 84 0.9 2.2 22 28 44 1.5 2.4 17 22 34 1.9 2.6 14 19 28 1.9 2.8 20 24 40 2.3 3.0 19 26 38 3.1 3.2 28 37 56 2.4 3.4 30 40 60 2.4 3.6 37 48 74 1.4 3.8 32 40 64 1.0 4.0 28 33 56 2.8 4.2 45 57 90 1.9 4.4 52 65 104 1.4 4.6 52 63 104 1.9 4.8 42 57 84 2.0 5.0 57 70 114 5.2 Cone Bearing, qc (tsf) Friction Ratio, FR 0 40 80 120 160 200 240 280 320 0 2 4 6 8 0 i-1 5 10 15 25 30 35 40 P: IProjects12012112-1095.03 Riverbend (Standard Pacific Homes) IGeoWppendi�esWpp E - CPT Soundings Done GFA P 521 N.W. ENTERPRISE PHONE: (772) S CONE PENETRAT: Client: Standard Pacific Homes, South Florida RNATIONAL E, PORT ST. LUCIE, FLORIDA 34986 75 - FAx: (772) 924-3580 SOUNDING (ASTM D 3441) Project: Proposed Riverbend Development: Lots 1-47 NE Corner of Gilson Rd & NW Turnabou L Ln, St. Lucie County, FL Location: CPT @ Lot 34 (Back) N27.220740 W80.2 519° Elevation: Existing Grade Field Data qc (ts}) FR Depth (meters) P P+S 10 20 3.3 35 40 70 2.3 38 50 76 1.7 35 45 70 2.3 35 47 70 2.1 34 45 68 1.9 40 50 80 3.3 80 100 160 1.7 80 100 160 1.7 80 100 160 1.5 62 80 124 2.1 60 80 120 1.1 50 60 100 2.0 28 43 56 2.1 31 40 62 1.7 32 40 64 2.3 37 48 74 0.9 32 37 64 1.0 30 35 60 1.5 35 42 70 1.9 38 48 76 1.7 30 40 60 2.2 30 40 60 2.4 47 58 94 1.8 35 48 70 2.8 43 58 86 0.2 0.4 0.6 0.8 1.0 1.2 1.4 1.6 1.8 2.0 2.2 2.4 2.6 2.8 3.0 3.2 3.4 3.6 3.8 4.0 4.2 4.4 4.6 4.8 5.0 5.2 0 40 0 i rF 5 10 15 w q 20 a 25 30 35 40 Date: 2/4/2014 Project No.: 12-1095.03 Lab No.: Field Crew: PM/WN Rig ID: OshKosh Page: 1 of 1 Cone Bearing, qc (tsf) Friction Ratio, FR 120 160 200 240 280 320 0 2 4 6 8 P: IProjectA2012112-1095.03 Riverbend (Standard Pacific Homes) IGeolAppendicesUpp E - CPT Soundings Done GFA INTERNATIONAL 521 N.W. ENTERPRISE RIVE, PORT ST. LUCIE, FLORIDA 34986 PHONE: (772) 9 4-3575 - FAx: (772) 924-3580 CONE PENETRATION SOUNDING (ASTM D 3441) Client: Standard Pacific Homes, South Florida Date: 2/4/2014 Project No.: 12-1095.03 Project: Proposed Riverbend Development: Lots 1 47 Lab No.: NE Corner of Gilson Rd & NW Turnabou Ln, St. Lucie County, FL Field Crew: PM/WN Rig ID: OshKosh Location: CPT @ Lot 35 (Front) N27.220951 W80. 95270 Page: 1 of 1 Elevation: Existing Grade Field Data I q� (tsf) FR Depth (meters) P P+S 8 16 12.4 0.2 20 35 40 4.0 0.4 23 35 46 2.9 0.6 25 35 50 2.6 0.8 30 40 60 2.9 1.0 33 46 66 2.0 1.2 70 80 140 1.9 1.4 30 50 60 2.0 1.6 28 37 56 1.7 1.8 18 25 36 2.2 2.0 15 21 30 3.5 2.2 23 31 46 1.7 2.4 42 48 84 1.1 2.6 29 36 58 1.1 2.8 30 35 60 2.2 3.0 30 40 60 1.8 3.2 32 40 64 1.7 3.4 35 43 70 1.5 3.6 35 43 70 1.1 3.8 35 41 70 1.5 4.0 32 40 64 1.7 4.2 30 38 60 2.4 4.4 34 45 68 1.9 4.6 60 70 120 2.2 4.8 80 100 160 1.7 5.0 100 120 200 5.2 A 5 10 15 25 30 35 40 SEVEMM. Cone Bearing, qc (tsf) Friction Ratio, FR 120 160 200 240 280 320 0 2 4 6 8 P: IProjects12012112-1095.03 Riverbend (Standard Pacific Homes) IGeoWppendi�esWpp E - CPT Soundings Done GFA IN ERNATIONAL 521 N.W. ENTERPRISE PRIVE, PORT ST. LUCIE, FLORIDA 34986 PHONE: (772) 9 4-3575 - FAx: (772) 924-3580 CONE PENETRATION SOUNDING (ASTM D 3441) Client: Standard Pacific Homes, South Florida Date: 2/4/2014 Project No.: 12-1095.03 Project: Proposed Riverbend Development: Lots 1 47 Lab No.: NE Corner of Gilson Rd & NW Turnabou Ln, St. Lucie County, FL Field Crew: PM/WN Rig ID: OshKosh Location: CPT @ Lot 35 (Back) N27.221091 W80.295361 Page: 1 of 1 Elevation: Existing Grade Field Data qC (tsf FR Depth (meters) P P+S 14 28 4.7 0.2 40 50 80 2.0 0.4 58 70 116 1.7 0.6 55 70 110 1.6 0.8 50 63 100 1.8 1.0 , 48 62 96 1.4 1.2 60 70 120 2.2 1.4 50 70 100 1.3 1.6 70 80 140 0.9 1.8 100 110 200 1.2 2.0 42 60 84 1.6 2.2 60 70 120 0.8 2.4 48 55 96 1.2 2.6 48 57 96 1.7 2.8 46 58 92 1.0 3.0 28 35 56 2.1 3.2 30 39 60 2.6 3.4 35 47 70 2.5 3.6 35 48 70 1.5 3.8 30 38 60 2.2 4.0 33 43 66 1.8 4.2 33 42 66 2.4 4.4 33 45 66 2.0 4.6 60 70 120 1.1 4.8 70 80 140 0.9 5.0 70 80 140 5.2 A Cone Bearing, qc (tsf) Friction Ratio, FR 0 40 V. 120 160 200 240 280 320 0 2 4 6 8 0 5 10 15 25 30 35 40 P: IProjectsQ012V 2-1095.03 Riverbend (Standard Pacific Homes) IGeo Uppen4icesUpp E - CPT Soundings Done GFA INTERNATIONAL 521 N.W. ENTERPRISE RIVE,, PORT ST. LUCIE, FLORIDA 34986 PHONE: (772) 9 4-3575 - FAX: (772) 924-3580 CONE PENETRATION SOUNDING (ASTM D 3441) Client: Standard Pacific Homes, South Florida Date: 2/4/2014 Project No.: 12-1095.03 Project: Proposed Riverbend Development: Lots 1 47 Lab No.: NE Corner of Gilson Rd & NW Turnabou Ln, St. Lucie County, FL Field Crew: PM/WN Rig ID: OshKosh Location: CPT @ Lot 36 (Front) N27.221151 W80. 95071 Page: 1 of 1 Elevation: Existing Grade Field Data qc (tsfj FR Depth (meters) P P+S 15 30 4.4 0.2 40 50 80 1.3 0.4 52 60 104 1.7 0.6 47 60 94 1.7 0.8 40 52 80 2.5 1,0 37 52 74 3.6 1.2 32 52 64 2.1 1.4 42 52 84 2.5 1.6 44 60 88 1.2 1.8 45 53 90 1.2 2.0 22 30 44 0.6 2.2 3 5 6 4.4 2.4 5 7 10 4.0 2.6 42 45 84 1.6 2.8 50 60 100 1.7 3.0 45 58 90 2.9 3.2 70 90 140 1.9 3.4 80 100 160 1.7 3.6' 80 100 160 1.2 3.8 45 60 90 1.5 4.0 30 40 60 1.8 4.2 22 30 44 2.1 4.4 38 45 76 1.7 4.6 50 60 100 1.3 4.8 70 80 140 0.9 5.0 80 90 160 5.2 1-1 5 10 15 25 30 35 40 1 �1 Cone Bearing, qc (tsf) Friction Ratio, FR 120 160 200 240 280 320 0 2 4 6 8 P: IProjects12012112-1095.03 Riverbend (Standard Pacific Homes) IGeoUppenllicesUpp E - CPT Soundings Done GFA INTERNATIONAL 521 N.W. ENTERPRISE PRIVE, PORT ST. LUCIE, FLORIDA 34986 PHONE: (772) 9 4-3575 - FAX: (772) 924-3580 CONE PENETRATIQN SOUNDING (ASTM D 3441) Client: Standard Pacific Homes, South Florida Date: 2/4/2014 Project No.: 12-1095.03 Project: Proposed Riverbend Development: Lots 1- 7 Lab No.: NE Corner of Gilson Rd & NW Turnabou Ln, St. Lucie County, FL Field Crew: PM/WN Rig ID: OshKosh Location: CPT @ Lot 36 (Back) N27.221271 W80.2 5041 Page: 1 of 1 Elevation: Existing Grade Field Data qc (tsf) I FR Depth (meters) P P+S 15 30 4.4 0.2 40 50 80 2.1 0.4 25 38 50 3.2 0.6 30 42 60 2,6 0.8 30 42 60 2.4 1.0 31 42 62 2.8 1.2 45 58 90 1.2 1.4 62 70 124 1.1 1.6 60 70 120 1.4 1.8 27 40 54 3.7 2.0 25 40 50 3.2 2.2 50 62 100 0.9 2.4 30 37 60 1.8 2.6 22 30 44 6.0 2.8 80 100 160 1.7 3.0 80 100 160 1.1 3.2 52 65 104 2.5 3.4 70 90 140 1.9 3.6 70 90 140 1.9 3.8 60 80 120 0.9 4.0 50 58 100 1.3 4.2 42 52 84 1.6 4.4 38 48 76 2.6 4.6 52 67 104 1.5 4.8 50 62 100 2.0 5.0 55 70 110 5.2 Cone Bearing, qc (tsf) Friction Ratio, FR 0 40 80 120 160 200 240 280 320 0 2 4 6 8 0 +7 5 10 15 d n 20 a d A 25 J 30 35 40 P: IProjects12012U2-1095.03 Riverbend (Standard Pacific Homes) IGeoUppendicesUpp E - CPT Soundings Done GFA IN ERNATIONAL 521 N.W. ENTERPRISE DRIVE, PORT ST. LUCIE, FLORIDA 34986 PHONE: (772) 9 ;4-3575 - FAx: (772) 924-3580 CONE PENETRATION SOUNDING (ASTM D 3441) Client: Standard Pacific Homes, South Florida Date: 2/4/2014 Project No.: 12-1095.03 Project: Proposed Riverbend Development: Lots 1 47 Lab No.: NE Corner of Gilson Rd & NW Turnabou Ln, St. Lucie County, FL Field Crew: PM/WN Rig ID: OshKosh Location: CPT @ Lot 37 (Front) N27.221191 W80. 94741 Page: 1 of 1 Elevation: Existing Grade Field Data I qc (tsf) FR Depth (meters) P P+S 27 54 2.4 0.2 50 60 100 1.7 0.4 52 65 104 1.9 0.6 42 57 84 2.4 0.8 40 55 80 2.8 1.0 43 60 86 1.5 1.2 70 80 140 1.9 1.4 90 110 180 1.5 1.6 60 80 120 2.2 1.8 50 70 100 1.3 2.0 25 35 50 1.8 2.2 30 37 60 2.0 2.4 38 47 76 2.3 2.6 35 48 70 1.1 2.8 32 38 64 1.7 3.0 30 38 60 1.8 3.2 35 43 70 1.5 3.4 42 50 84 1.3 3.6 40 48 80 1.8 3.8 32 43 64 2.1 4.0 35 45 70 1.3 4.2 28 35 56 2.4 4.4 35 45 70 1.9 4.6 40 50 80 1.7 4.8 55 65 110 2.4 5.0 100 120 200 5.2 A 0 40 0 ;... i 5 10 15 25 30 35 40 Cone Bearing, qc (tsf) Friction Ratio, FR 120 160 200 240 280 320 0 2 4 6 8 P: IProjectsU012U2-1095.03 Riverbend (Standard Pacific Homes) IGeoWppendicesWpp L• - CPT Soundings Done GFA INTERNATIONAL 521 N.W. ENTERPRISE DRIVE, PORT ST. LUCIE, FLORIDA 34986 PHONE: (772) 914-3575 - FAX: (772) 924-3580 CONE PENETRATION SOUNDING (ASTM D 3441) Client: Standard Pacific Homes, South Florida Date: 2/4/2014 Project No.: 12-1095.03 Project: Proposed Riverbend Development: Lots 1 47 Lab No.: NE Corner of Gilson Rd & NW Turnabou Ln, St. Lucie County, FL Field Crew: PM/WN Rig ID: OshKosh Location: CPT @ Lot 37 (Back) N27.221381 W80.2�4720 Page: 1 of 1 Elevation: Existing Grade Field Data qC (tsf) FR Depth (meters) p P+S 13 26 3.6 0.2 28 35 56 2.4 0.4 28 38 56 2.6 0.6 30 41 60 2.9 0.8 35 48 76 2.8 1.0 40 55 80 3.3 1.2 80 100 160 1.2 1.4 55 70 110 1.7 1.6 20 34 40 3.0 1.8 24 33 48 2.2 2.0 22 30 44 2.7 2.2 21 30 42 2.5 2.4 22 30 44 2.1 2.6 28 35 56 1.7 2.8 25 32 50 3.4 3.0 25 38 50 1.1 3.2 32 36 64 1.7 3.4 32 40 64 2.7 3.6 32 45 64 1.0 3.8 40 45 80 2.5 4.0 35 50 70 2.5 4.2 32 45 64 1.7 4.4 27 35 54 2.0 4.6 32 40 64 2.5 4.8 40 52 80 1.7 5.0 60 70 120 5.2 �1 5 10 15 25 30 35 40 � nm-. Cone Bearing, qc (tsf) . Friction Ratio, FR 1 120 160 200 240 280 320 0 2 4 6 8 P: W rojectA2012112-1095.03 Riverbend (Standard Pacific Homes) IGeoUppendicesUpp E - CPT Soundings Done GFA INTERNATIONAL 521 N.W. ENTERPRISE RIVE, PORT ST. LUCIE, FLORIDA 34986 PHONE: (772) 9�4-3575 - FAX: (772) 924-3580 CONE PENETRATIPN SOUNDING (ASTM D 3441) Client: Standard Pacific Homes, South Florida Date: 2/4/2014 Project No.: 12-1095.03 Project: Proposed Riverbend Development: Lots 147 Lab No.: NE Corner of Gilson Rd & NW Turnabou Ln, St. Lucie County, FL Field Crew: PM/WN Rig ID: OshKosh Location: CPT @ Lot 38 (Front) N27.221491 W80. 94461 Page: 1 of 1 Elevation: Existing Grade Field Data q� (tsf) FR Depth (meters) P P+S 18 36 1.5 0.2 18 22 36 2.9 0.4 40 48 80 2.5 0.6 65 80 130 1.8 0.8 62 80 124 2.1 1.0 60 80 120 2.0 1.2 50 68 100 2.0 1.4 50 65 100 2.0 1.6 55 70 110 1.2 1.8 60 70 120 2.4 2.0 48 70 96 1.5 2.2 27 38 54 0.0 2.4 48 48 96 1.7 2.6 30 42 60 1.5 2.8 40 47 80 2.5 3.0 45 60 90 2.2 3.2 55 70 110 1.3 3.4 37 48 74 1.4 3.6 22 30 44 3.6 3.8 43 55 86 1.5 4.0 45 55 90 2.2 4.2 40 55 80 1.3 4.4 40 48 80 2.3 4.6 37 51 74 2.1 4.8 48 60 96 2.1 5.0 55 70 110 5.2 Cone Bearing, qc (tsf) Friction Ratio, FR 0 40 0 120 160 200 240 280 320 0 2 4 6 8 0 5 10 15 w 20 a d 1-1 25 30 35 40 P: IProjects12012112-1095.03 Riverbend (Standard Pacific Homes) lGeoWppendiceslApp E - CPT Soundings Done GFA INTERNATIONAL 521 N.W. ENTERPRISE RIVE, PORT ST. LUCIE, FLORIDA 34986 PHONE: (772) 97;4-3575 - FAx: (772) 924-3580 CONE PENETRATION SOUNDING (ASTM D 3441) Client: Standard Pacific Homes, South Florida Date: 2/4/2014 Project No.: 12-1095.03 Project: Proposed Riverbend Development: Lots 1 47 Lab No.: NE Corner of Gilson Rd & NW Turnabout Ln, St. Lucie County, FL Field Crew: PM/WN Rig ID: OshKosh Location: CPT @ Lot 38 (Back) N27.221680 W80. 94440 Page: 1 of 1 Elevation: Existing Grade Field Data I q� (w) FR Depth (meters) P P+ S 25 50 2.6 0.2 30 40 60 2.2 0.4 60 70 120 2.4 0.6 58 80 116 1.7 0.8 55 70 110 2.2 1.0 50 68 100 2.2 1.2 45 62 90 2.3 1.4 42 58 84 2.7 1.6 43 60 86 2.3 1.8 47 62 94 1.8 2.0 52 65 104 2.5 2.2 60 80 120 1.9 2.4 45 62 90 2.9 2.6 60 80 120 2.2 2.8 80 100 160 1.8 3.0 40 62 80 3.3 3.2' 45 65 90 1.9 3.4 52 65 104 1.9 3.6 50 65 100 2.0 3.8 50 65 100 1.5 4.0 52 63 104 1.3 4.2 48 58 96 1.4 4.4 42 52 84 0.8 4.6 45 50 90 1.5 4.8 43 53 86 2.3 5.0 35 50 70 5.2 r1 Cone Bearing, qc (tsf) Friction Ratio, FR 0 40 80 120 160 200 240 280 320 0 2 4 6 8 0 5 10 15 25 30 35 40 P: Wrojectsl20121124095.03 Riverbend (Standard Pacific Homes) IGeoWpper diceslApp E -CPT Soundings Done I GFA INTERNATIONAL 521 N.W. ENTERPRISE RIVE, PORT ST. LUCIE, FLORIDA 34986 PHONE: (772) 9 4-3575 - FAx: (772) 924-3580 CONE PENETRATI6N SOUNDING (ASTM D 3441) Client: Standard Pacific Homes, South Florida Date: 2/4/2014 Project No.: 12-1095.03 Project: Proposed Riverbend Development: Lots 1 47 Lab No.: NE Corner of Gilson Rd & NW Turnabout Ln, St. Lucie County, FL Field Crew: PM/WN Rig ID: OshKosh Location: CPT @ Lot 39 (Front) N27.221921 W80. 94200 Page: 1 of 1 Elevation: Existing Grade Field Data I q. (ts� FR Depth (meters) P P+S 20 40 3.3 0.2 35 45 70 1.9 0.4 45 55 90 2.3 0.6 42 58 84 2.8 0.8 52 70 104 1.9 1.0 45 60 90 2.2 1.2 45 60 90 2.9 1.4 50 70 100 2.6 1.6 80 100 160 1.1 1.8 42 55 84 2.0 2.0 25 38 50 2.9 2.2 17 28 34 3.1 2.4 18 26 36 2.9 2.6 25 33 50 2.4 2.8 25 34 50 3.2 3.0 28 40 56 2.4 3.2 32 42 64 3.1 3.4 35 50 70 1.1 3.6 32 38 64 1.4 3.8 28 35 56 2.4 4.0 30 40 60 1.1 4.2 20 25 40 4.3 4.4 22 35 44 6.0 4.6 100 120 200 1.3 4.8 130 150 260 1.0 5.0 110 130 220 5.2 5 10 15 25 30 35 40 Cone Bearing, qc (tsf) Friction Ratio, FR 1 120 160 200 240 280 320 0 2 4 6 8 P:IProjects12012112-1095.03 Riverbend (Standard Pacific Homes) IGeoWppen}licesWpp E - CPT Soundings Done GFA IN'ERNATIONAL 521 N.W. ENTERPRISE DRIVE, PORT ST. LUCIE, IfLORIDA 34986 PHONE: (772) 924-3575 - FAx: (772) 924-3580 CONE PENETRATION SOUNDING (ASTM D 3441) Client: Standard Pacific Homes, South Florida Date: 2/4/2014 Project No.: 12-1095.03 Project: Proposed Riverbend Development: Lots 1 47 Lab No.: NE Corner of Gilson Rd & NW Turnabou Ln, St. Lucie County, FL Field Crew: PM/WN Rig ID: OshKosh Location: CPT @ Lot 39 (Back) N27.222021 W80.2 4430 Page: 1 of 1 Elevation: Existing Grade Field Data qc (tsf) FR Depth (meters) P. I P+S 12 24 2.8 0.2 40 45 80 1.3 0.4 52 60 104 2.2 0.6 53 70 106 1.5 0.8 50 62 100 1.8 1.0 48 62 96 2.1 1.2 45 60 90 2.2 1.4 43 58 86 2.5 1.6 42 58 84 2.4 1.8 55 70 110 1.0 2.0 45 53 90 1:2 2.2 47 55 94 1.3 2.4 23 32 46 3.4 2.6 28 40 56 4.0 2.8 31 48 62 2.3 3.0 37 48 74 2:1 3.2 46 58 92 1.9 3.4 42 55 84 1.6 3.6 38 48 76 1.6 3.8 46 55 92 1.7 4.0 40 52 80 2.8 4.2 45 62 90 1.5 4.4 30 40 60 2.2 4.6 30 40 60 2.2 4.8 60 70 120 2.2 5.0 70 90 140 5.2 0 0 5 10 15 a^� a� w 20 a as A 25 30 35 40 Cone Bearing, qc (tsf) Friction Ratio, FR 40 0 120 160 200 240 280 320 0 2 4 6 8 P:1Projects12012112-1095.03 Riverbend (Standard Pacific Homes) IGeoUppen{ icesWpp E - CPT Soundings Done GFA INTERNATIONAL 521 N.W. ENTERPRISE DRIVE, PORT ST. LUCIE, FLORIDA 34986 PHONE: (772) 9J4-3575 - FAX: (772) 924-3580 CONE PENETRATI N SOUNDING (ASTM D 3441) Client: Standard Pacific Homes, South Florida Date: 2/4/2014 Project No.: 12-1095.03 Project: Proposed Riverbend Development: Lots 1 47 Lab No.: NE Corner of Gilson Rd & NW Turnabout Ln, St. Lucie County, FL Field Crew: PM/WN Rig ID: OshKosh Location: CPT @ Lot 40 (Front) N27.222191 W80. 94560 Page: 1 of I Elevation: Existing Grade Field Data q� (t" FR Depth (meters) P P+S 0 40 8 16 8.3 0.2 40 50 80 2.0 0.4 48 60 96 2.1 0.6 45 60 90 1.5 0.8 50 60 100 2.4 1.0 40 58 80 2.8 1.2 43 60 86 2.3 1.4 5 45 60 90 1.0 1.6 35 42 70 2.5 1.8 17 30 34 1.9 2.0 25 30 50 4.0 2.2 15 30 30 2.6 2.4 24 30 48 1.7 2.6 22 28 44 2.1 2.8 25 32 50 1.3 3.0 10 32 37 64 1.7 3.2 24 32 48 2.8 3.4 28 38 56 4.7 3.6 22 42 44 3.9 3.8 25 38 50 0.8 4.0 32 35 64 2.5 4.2 48 60 96 2.8 4.4 80 100 160 1.7 4.6 15 100 120 200 0.7 4.8 50 60 100 2.0 5.0 25 40 50 5.2 d w 20 a a� A 25 30 35 40 Cone Bearing, qc (tsf) Friction Ratio, FR I 120 160 200 240 280 320 0 2 4 6 8 P: IProjects12012112-1095.03 Riverbend (Standard Pacific Homes) IGeoUppen'dicesUpp E -CPT Soundings Done GFA M ERNATIONAL 521 N.W. ENTERPRISE DRIVE, PORT ST. LUCIE, FLORIDA 34986 PHONE: (772) 924-3575 - FAX: (772) 924-3580 CONE PENETRATION SOUNDING (ASTM D 3441) Client: Standard Pacific Homes, South Florida Date: 2/4/2014 Project No.: 12-1095.03 Project: Proposed Riverbend Development: Lots 1- 7 Lab No.: NE Corner of Gilson Rd & NW Turnabout Ln, St. Lucie County, FL Field Crew: PM/WN Rig ID: OshKosh Location: CPT @ Lot 40 (Back) N27.222220 W80.2 4750 Page: 1 of l Elevation: Existing Grade Field Data q� (tsf) FR Depth (meters) p P+S 1 �1 11 22 3.0 0.2 40 45 80 1.7 0.4 35 45 70 1.5 0.6 25 33 50 2.1 0.8 22 30 44 2.4 1.0 22 30 44 3.0 1.2 25 35 50 2.6 1.4 5 30 40 60 1.3 1.6 30 36 60 2.2 1.8 11 21 22 1.8 2.0 14 17 28 4.7 2.2 15 25 30 3.1 2.4 24 31 48 3.6 2.6 45 58 90 1.5 2.8 60 70 120 1.1 3.0 10 50 60 100 1.3 3.2 20 30 40 5.0 3.4 20 35 40 4.3 3.6 45 58 90 1.5 3.8 60 70 120 1.1 4.0 60 70 120 1.1 4.2 48 58 96 1.7 4.4 50 62 100 2.6 4.6 15 70 90 140 1.9 4.8 90 110 180 1.1 5.0 40 55 80 5.2 d w 20 CL d A 25 30 35 40 Cone Bearing, qc (tsf) Friction Ratio, FR 120 160 200 240 280 320 0 2 4 6 8 P: IProjects12012112-1095.03 Riverbend (Standard Pacific Homes) lGeouppendjcesWpp E - CPT Soundings Done GFA IN'jCERNATIONAL 521 N.W. ENTERPRISE ]DRIVE, PORT ST. LUCIE, FLORIDA 34986 PHONE: (772) 924-3575 - FAx: (772) 924-3580 CONE PENETRATION SOUNDING (ASTM D 3441) Client: Standard Pacific Homes, South Florida Date: 2/4/2014 Project No.: 12-1095.03 Project: Proposed Riverbend Development: Lots 1- 7 Lab No.: NE Corner of Gilson Rd & NW Turnabout Ln, St. Lucie County, FL Field Crew: PM/WN Rig ID: OshKosh Location: CPT @ Lot 41 (Front) N27.222441 W80. 94750 Page: 1 of 1 Elevation: Existing Grade Field Data qc (ts� FR Depth (meters) P P+S 22 44 1.5 0.2 50 55 100 0.7 0.4 65 70 130 0.5 0.6 65 70 130 1.8 0.8 52 70 104 2.2 1.0 48 65 96 2.3 1.2 48 65 96 2.1 1.4 45 60 90 2.5 1.6 45 62 90 2.2 1.8 50 65 100 2.9 2.0 48 70 96 1.4 2.2 18 28 36 1.8 2.4 20 25 40 2.0 2.6 24 30 48 1.9 2.8 15 22 30 5.3 3.0 15 27 30 5.7 3.2 17 30 34 5.8 3.4 25 40 50 1.8 3.6 18 25 36 4.4 3.8 18 30 36 3.7 4.0 30 40 60 4.4 4.2 80 100 160 1.7 4.4 90 110 180 1.5 4.6 90 110 180 1.5 4.8 70 90 140 1.4 5.0 40 55 80 5.2 -1 Cone Bearing, qc (tsf) Friction Ratio, FR 0 40 80 120 160 200 240 280 320 0 2 4 6 8 0 5 10 15 25 30 35 40 P: IProjects12012112-1095.03 Riverbend (Standard Pacific Homes) IGeoWppen�icesUpp E - CPT Soundings Done GFA Ir 521 N.W. ENTERPRISE PHONE: (772) S CONE PENETRAZ Client: Standard Pacific Homes, South Florida Project: Proposed Riverbend Development: Lots NE Corner of Gilson Rd & NW Turnabi Location: CPT @ Lot 41 (Back) N27.222461 W81 Elevation: Existing Grade Field Data qc Depth P P+S (tsf) FR (meters) 0 40 13 26 3.6 0.2 35 42 70 2.8 0.4 45 60 90 1.9 0.6 50 63 100 2.0 0.8 50 65 100 2.0 1.0 50 65 100 2.0 1.2 55 70 110 1.8 1.4 65 80 130 2.0 1.6 70 90 140 1.9 1.8 60 80 120 2.2 2.0 60 80 120 1.7 2.2 30 45 60 3.3 2.4 17 32 34 5.0 2.6 32 45 64 1.0 2.8 35 40 70 2.8 3.0 12 27 24 2.8 3.2 40 45 80 2.5 3.4 45 60 90 1.5 3.6 37 47 74 1:8 3.8 30 40 60 1.3 4.0 32 38 64 1.2 4.2 35 41 70 2.5 4.4 42 55 84 3.1 4.6 60 80 120 2.2 4.8 70 90 140 1.9 5.0 90 110 180 5.2 W 5 10 15 25 30 35 40 RNATIONAL T, PORT ST. LUCIE, FLORIDA 34986 75 - FAX: (772) 924-3580 SOUNDING (ASTM D 3441) Ln, St. Lucie County, FL en-10 Date: 2/4/2014 Project No.: 12-1095.03 Lab No.: Field Crew: PM/WN Rig ID: OshKosh Page: 1 of 1 Cone Bearing, qc (tsf) Friction Ratio, FR 1 120 160 200 240 280 320 0 2 4 6 8 P:1Projects12012112-1095.03 Riverbend (Standard Pacific E 7 CPT Soundings Done GFA INTERNATIONAL 521 N.W. ENTERPRISE D VE, PORT ST. Lucm, FLORIDA 34986 PHONE: (772) 92 -3575 - FAx: (772) 924-3580 CONE PENETRATION SOUNDING .(ASTM D 3441) Client: Standard Pacific Homes, South Florida Date: 2/4/2014 Project No.: 12-1095.03 Project: Proposed Riverbend Development: Lots 1-4 7 Lab No.: NE Corner of Gilson Rd & NW Turnabout Ln, St. Lucie County, FL Field Crew: PM/WN Rig ID: OshKosh Location: CPT @ Lot 42 (Front) N27.222621 W80.2 5010 Page: 1 of I Elevation: Existing Grade Field Data qc (tso FR Depth (meters) P P+S 12 24 3.9 0.2 48 55 96 1.4 0.4 60 70 120 1.3 0.6 58 70 116 1.9 0.8 50 67 100 0.7 1.0 48 53 96 2.3 1.2 45 62 90 2.2 1.4 43 58 86 2.3 1.6 47 62 94 1.8 1.8 55 68 110 1.6 2.0 32 45 64 2.1 2.2 32 42 64 3.1 2.4 25 40 50 3.4 2.6 33 46 66 3.2 2.8 35 51 70 2.8 3.0 30 45 60 1.5 3.2 48 55 96 1.2 3.4 43 52 86 1.4 3.6 37 46 74 2.3 3.8 35 48 70 2.1 4.0 37 48 74 2.7 4.2 65 80 130 2.0 4.4 100 120 200 1.3 4.6 100 120 200 1.3 4.8 130 150 260 1.0 5.0 120 140 240 5.2 5 10 15 25 30 35 40 e Bearing, qc (tsf) Friction Ratio, FR 120 160 200 240 280 320 0 2 4 6 8 P: IProjectA2012U2-1095.03 Riverbend (Standard Pacific Homes) IGeolAppe#icesUpp E - CPT Soundings Done GFA IN ERNATIONAL 521 N.W. ENTERPRISE D VE, PORT ST. LUCIE, FLORIDA 34986 PHONE: (772) 92 -3575 - FAX: (772) 924-3580 CONE PENETRATION SOUNDING (ASTM D 3441) Client: Standard Pacific Homes, South Florida Date: 2/4/2014 Project No.: 12-1095.03 Project: Proposed Riverbend Development: Lots 1- 7 Lab No.: NE Corner of Gilson Rd & NW Turnabout Ln, St. Lucie County, FL Field Crew: PM/WN Rig ID: OshKosh Location: CPT @ Lot 42 (Back) N27.222681 W80.2 5260 Page: 1 of I Elevation: Existing Grade Field Data I q� (ts}) FR Depth (meters) P P+S 10 20 3.3 0.2 30 35 60 1.5 0.4 50 57 100 1.1 0.6 62 70 124 1.6 0.8 55 70 110 1.4 1.0 38 50 76 2.6 1.2 40 55 80 2.5 1.4 65 80 130 2.0 1.6 130 150 260 1.0 1.8 80 100 160 1.7 2.0 110 130 220 0.9 2.2 45 60 90 3.1 2.4 27 48 54 1.7 2.6 25 32 50 3.4 2.8 22 35 44 2.1 3:0 38 45 76 1.9 3.2 37 48 74 1.2 3.4 35 42 70 1.5 3.6 35 43 70 1.9 3.8 30 40 60 2.4 4.0 31 42 62 3.2 4.2 65 80 130 1.5 4.4 55 70 110 2.4 4.6 50 70 100 2.6 4.8 70 90 140 1.9 5.0 60 ' 80 120 5.2 A 0 0 5 10 15 25 30 35 40 Cone Bearing, qc (tsf) Friction Ratio, FR 40 8, 120 160 200 240 280 320 0 2 4 6 8 P: IProjectA2012V2-1095.03 2iverbend (Standard Pacific Homes) IGeoWppe hdicesUpp E -CPT Soundings Done GFA Ir 521 N.W. ENTERPRISE PHONE: (772) S CONE PENETRAT] Client: Standard Pacific Homes, South Florida 'ERNATIONAL 2IVE, PORT ST. LUCIE, FLORIDA 34986 -3575 - FAX: (772) 924-3580 N SOUNDING (ASTM D 3441) Project: Proposed Riverbend Development: Lots 1- 7 NE Corner of Gilson Rd & NW Turnaboutl Ln, St. Lucie County, FL Location: CPT @ Lot 43 (Front) N27.223031 Elevation: Existing Grade Field Data qc (tsf FR . Depth (meters) P P+S 18 36 3.7 0.2 50 60 100 2.6 0.4 70 90 140 1:9 0.6 70 90 140 1.4 0.8 65 80 130 1.0 1.0 60 70 120 2.2 1.2 60 80 120 2.2 1.4 60 80 120 1.7 1.6 55 70 110 2.4 1.8 45 65 90 2.9 2.0 50 70 100 2.0 2.2 55 70 110 2.4 2.4 50 70 100 2.6 2.6 45 65 90 2.1 2.8 38 52 76 2.3 3.0 35 48 70 2.6 3.2 38 52 76 2.3 3.4 35 48 70 2.3 3.6 32 44 64 2.3 3.8 32 43 64 1.9 4.0 31 40 62 3.2 4.2 45 60 90 2.2 4.4 65 80 130 1.2 4.6 58 70 116 1.4 4.8 38 50 76 2.3 5.0 32 45 64 5.2 9 10 15 25 30 35 40 Date: 2/4/2014 Project No.: 12-1095.03 Lab No.: Field Crew: PM/WN Rig ID: OshKosh Page: 1 of 1 Cone Bearing, qc (tsf) Friction Ratio, FR 120 160 200 240 280 320 0 2 4 6 8 P: W rojects12012V 2-1095.03 Riverbend (Standard Pacific Homes) IGeoWppenVicesUpp E - CPT Soundings Done GFA INTERNATIONAL 521 N.W. ENTERPRISE DRIVE, PORT ST. LUCIE, FLORIDA 34986 PHONE: (772) 924-3575 - FAH: (772) 924-3580 CONE PENETRATION SOUNDING (ASTM D 3441) Client: Standard Pacific Homes, South Florida Date: 2/4/2014 Project No.: 12-1095.03 Project: Proposed Riverbend Development: Lots 1- 7 Lab No.: NE Corner of Gilson Rd & NW Turnabout Ln, St. Lucie County, FL Field Crew: PM/WN Rig ID: OshKosh Location: CPT @ Lot 43 (Back) N27.223071 W80.2 5460 Page: 1 of 1 Elevation: Existing Grade Field Data c (tsy� FR Depth (meters) P P+S 34 2.7 0.2 55 96 1.4 0.4 70 120 1.4 0.6 65 104 1.9 0.8 60 90 2.1 1.0 52 76 2.3 1.2 58 90 2.2 1.4 60 90 2.6 1.6 80 124 2.1 1.8 110 180 1.5 2.0 90 140 1.9 2.2 40 40 3.3 2.4 42 64 1.7 2.6 43 70 2.3 2.8 37 50 2.9 3.0 38 54 2.7 3.2 41 60 1.5 3.4 35 56 1.7 3.6 32 50 1.3 3.8 32 54 2.0 4.0 35 54 3.4 4.2 66 104 1.0 4.4 70 124 1.6 4.6 70 110 1.8 4.8 80 130 1.5 5.0 80 130 5.2 A Cone Bearing, qc (tsf) Friction Ratio, FR 0 40 $0 120 160 200 240 280 320 0 2 4 6 8 0 ` 5 10 15 25 30 35 40 P: WrojectsQ012V 24095.03 Riverbend (Standard Pacific Homes) IGeoWppe�dicesWpp E -CPT Soundings Done GFA INTERNATIONAL 521 N.W. ENTERPRISE D�IVE, PORT ST. LUCIE, FLORIDA 34986 PHONE: (772) 924-3575 - FAH: (772) 924-3580 CONE PENETRATION SOUNDING (ASTM D 3441) Client: Standard Pacific Homes, South Florida Date: 1/29/2014 Project No.: 12-1095.03 Project: Proposed Riverbend Development: Lots 1- 7 Lab No.: NE Corner of Gilson Rd & NW Turnaboul Ln, St. Lucie County, FL Field Crew: PM/WN Rig ID: OshKosh Location: CPT @ Lot 44 (Front) N27.223251 W80.2 95781 Page: 1 of 1 Elevation: Existing Grade Field Data I q� (tsf) FR Depth (meters) P P+S 12 24 2.2 0.2 38 42 76 3.5 0.4 50 70 100 2.6 0.6 60 80 120 2.2 0.8 60 80 120 2.2 1.0 60 80 120 1.7 1.2 55 70 110 1.8 1.4 65 80 130 2.0 1.6 60 80 120 2.2 1.8 40 60 80 1.7 2.0 30 40 60 2.2 2.2 40 50 80 2.6 2.4 32 48 64 3.5 2.6 28 45 56 4.0 2.8 35 52 70 2.1 3.0 37 48 74 1.8 3.2 30 40 60 1.5 3.4 30 37 60 1.1 3.6 28 33 56 2.4 3.8 25 35 50 2.6 4.0 30 40 60 2.2 4.2 45 55 90 1.5 4.4 50 60 100 1.3 4.6 60 70 120 1.1 4.8 55 65 110 1.7 5.0 38 52 76 5.2 I-1 9 10 15 25 30 35 40 Cone Bearing, qc (tsf) Yrictign Rtio, FR 8 120 160 200 240 280 320 P: IProjects12012112-1095.03 Riverbend (Standard Pacific Homes) IGeoWpp�ndicesWpp E - CPT Soundings Done GFA P 521 N.W. ENTERPRISE PHONE: (772),( CONE PENETRAT] Client: Standard Pacific Homes, South Florida RNATIONAL E, PORT ST. LUCIE, FLORIDA 34986 15 - FAx: (772) 924-3580 SOUNDING (ASTM D 3441) Project: Proposed Riverbend Development: Lots 1- 7 NE Corner of Gilson Rd & NW Turnabou Ln, St. Lucie County, FL Location: CPT @ Lot 44 (Back) N27.222850 Elevation: Existing Grade Field Data q� (ts}) FR Depth (meters) P P+S 25 50 2.6 0.2 40 50 80 1.2 0.4 58 65 116 1.7 0.6 65 80 130 2.0 0.8 70 90 140 1.9 1.0 80 100 160 1.7 1.2 70 90 140 1.9 1.4 70 90 140 1.9 1.6 80 100 160 1.7 1.8 90 110 180 1.5 2.0 90 110 180 1.5 2.2 100 120 200 1.3 2.4 60 80 120 1.9 2.6 38 55 76 2.6 2.8 35 50 70 1.9 3.0 40 50 80 1.7 3.2 22 32 44 4.2 3.4 28 42 56 3.1 3.6 42 55 84 2.4 3.8 35 50 70 2.3 4.0 38 50 76 1.9 4.2 38 49 76 1.4 4.4 37 45 74 2.0 4.6 41 52 82 2.3 4.8 41 55 82 1.9 5.0 50 62 100 5.2 d w 20 a d A 25 30 35 40 Date: 1/29/2014 Project No.: 12-1095.03 Lab No.: Field Crew: PM/WN Rig ID: OshKosh Page: 1 of 1 Cone Bearing, qc (tsf) 120 160 200 240 280 320j ricti�n Rtio, F6R 8 P:Wrojects12012112-1095.03 Riverbend (Standard Pacific E - CPT Soundings Done GFA INTERNATIONAL 521 N.W. ENTERPRISE D VE, PORT ST. LUCIE, FLORIDA 34986 PHONE: (772) 92 -3575 - FAx: (772) 924-3580 CONE PENETRATI N SOUNDING (ASTM D 3441) 1 Client: Standard Pacific Homes, South Florida Project: Proposed Riverbend Development: Lots 1- 7 NE Corner of Gilson Rd & NW Turnabou Ln, St. Lucie County, FL Location: CPT @ Lot 45 (Front) N27.222981 W80. 95991 Elevation: Existing Grade Field Data qC FR Depth P P+S (tsf (meters) 17 34 2.7 0.2 28 35 56 0.7 0.4 37 40 74 1.8 0.6 55 65 110 1.8 0.8 65 80 130 1.5 1.0 65 80 130 1.3 1.2 45 58 90 2.9 1.4 5o 70 100 1.7 1.6 52 65 104 1.9 1.8 20 35 40 3.3 2.0 30 40 60 4.4 2.2 60 80 120 1.7 2.4 18 33 36 2.9 2.6 21 29 42 3.5 2.8 27 38 54 2.0 3.0 40 48 80 1.7 3.2 32 42 64 0.4 3.4 38 40 76 2.1 3.6 28 40 56 1.7 3.8 30 37 60 1.8 4.0 27 35 54 1.7 4.2 25 32 50 2.6 4.4 20 30 40 1.7 4.6 30 35 60 1.3 4.8 36 42 72 0.9 5.0 35 40 70 5.2 A 0 40 0i rrrF 5 10 15 25 30 35 40 Date: 1/29/2014 Project No.: 12-1095.03 Lab No.: Field Crew: PM/WN Rig ID: OshKosh Page: 1 of 1 Cone Bearing, qc (tsf) 120 160 200 240 280 320 �rictign R1tio, FR 8 P: IProjects11011111-1095.03 Riverbend (Standard Pacific Homes) IGeo yppendlcesUpp E - CPT Soundings Done GFA IN ERNATIONAL 521 N.W. ENTERPRISE D VE, PORT ST. LUCIE, FLORIDA 34986 PHONE: (772) 92 -3575 - FAH: (772) 924-3580 CONE PENETRATION SOUNDING (ASTM D 3441) Client: Standard Pacific Homes, South Florida Date: 1/29/2014 Project No.: 12-1095.03 Project: Proposed Riverbend Development: Lots 1- 47 Lab No.: NE Corner of Gilson Rd & NW Turnabou Ln, St. Lucie County, FL Field Crew: PM/WN Rig ID: OshKosh Location: CPT @ Lot 45 (Back) N27.222591 W80.2 6031 Page: 1 of 1 Elevation: Existing Grade Field Data qC (tsf) FR Depth (meters) P P+S 13 26 2.0 0.2 18 22 36 2.2 0.4 9 15 18 7.3 0.6 20 30 40 3.3 0.8 40 50 80 1.7 1.0 55 65 110 1.4 1.2 53 65 106 2.2 1.4 52 70 104 1.3 1.6 60 70 120 1.1 1.8 110 120 220 1.2 2.0 120 140 240 1.1 2.2 80 100 160 1.2 2.4 65 80 130 2.0 2.6 80 100 160 1.7 2.8 70 90 140 1.9 3.0 80 100 160 0.7 3.2 30 38 60 2.9 3.4 42 55 84 2.7 3.6 45 62 90 1.2 3.8 42 50 84 2.0 4.0 42 55 84 1.9 4.2 33 45 66 2.6 4.4 40 53 80 2.5 4.6 50 65 100 2.6 4.8 60 80 120 2.2 5.0 60 80 120 5.2 A 0 0+ 5 10 15 25 30 35 40 Cone Bearing, qc (tsf) ricti�n Ratio, FR 8 40 0 120 160 200 240 280 320 P: Wrojects12012112-1095.03 Riverbend (Standard Pacific Homes) IGeoWA pendicesWpp E - CPT Soundings Done GFA INTERNATIONAL 521 N.W. ENTERPRISE D VE, PORT ST. LUCIE, FLORIDA 34986 PHONE: (772) 92 -3575 - FAx: (772) 924-3580 CONE PENETRAT14N SOUNDING (ASTM D 3441) Client: Standard Pacific Homes_, South Florida Date: 1/29/2014 Project No.: 12-1095.03 Project: Proposed Riverbend Development: Lots 1-I 7 Lab No.: NE Corner of Gilson Rd & NW Turnaboul Ln, St. Lucie County, FL Field Crew: PM/WN Rig ID: OshKosh Location: CPT @ Lot 46 (Front) N27.222441 W80. 96270 Page: 1 of 1 Elevation: Existing Grade Field Data 9� J (tsf) FR De th P (meters) P P+S 0 40 0 i rP 18 36 1.8 0.2 30 35 60 1.3 0.4 24 30 48 1.9 0.6 38 45 76 0.9 0.8 30 35 60 3.3 1.0 45 60 90 2.9 1.2 70 90 140 1.9 1.4 5 60 80 120 1.1 1.6 60 70 120 1.7 1.8 50 65 100 1.6 2.0 38 50 76 2.6 2.2 55 70 110 2.4 2.4 80 100 160 1.2 2.6 35 50 70 2.1 2.8 32 43 64 2.1 3.0 10 30 40 60 1.5 3.2 25 32 50 2.1 3.4 23 31 46 2.0 3.6 23 30 46 2.3 3.8 25 33 50 2.4 4.0 26 35 52 2.0 4.2 27 35 54 1.7 4.4 27 34 54 1.7 4.6 15 30 37 60 1.5 4.8 25 32 50 2.1 5.0 22 30 44 5.2 d w 20 a A 25 30 35 40 Cone Bearing, qc (tsf) 120 160 200 240 280 320 �'j rictign Ratio, F6R 8 P: IProjects120121124095.03 Riverbend (Standard Pacific Homes)IGeoW endicesUpp S -CPT Soundings Done GFA INTERNATIONAL 521 N.W. ENTERPRISE D VE, PORT ST. LucIE, FLORIDA 34986 PHONE: (772) 924-3-3575 - FAx: (772) 924-3580 CONE PENETRATION SOUNDING (ASTM D 3441) Client: Standard Pacific Homes, South Florida Date: 1/29/2014 Project No.: 12-1095.03 Project: Proposed Riverbend Development: Lots 147 Lab No.: NE Corner of Gilson Rd & NW Turnaboul Ln, St. Lucie County, FL Field Crew: PM/WN Rig ID: OshKosh Location: CPT @ Lot 46 (Back) N27.222461 W80.2 623° Page: 1 of 1 Elevation: Existing Grade Field Data qc (ts� FR Depth (meters) P P+S 15 30 2.2 0.2 40 45 80 1.7 0.4 60 70 120 1.7 0.6 65 80 130 2.0 0.8 100 120 200 1.3 1.0 100 120 200 1.3 1.2 80 100 160 1.2 1.4 65 80 130 2.0 1.6 60 80 120 1.7 1.8 55 70 110 1.8 2.0 55 70 110 1.8 2.2 40 55 80 1.7 2.4 38 48 76 1.7 2.6 50 60 100 1.1 2.8 62 70 124 1.1 3.0 42 52 84 1.1 3.2 33 40 66 3.0 3.4 25 40 50 3.4 3.6 25 38 50 2.6 3.8 38 48 76 2.3 4.0 32 45 64 3.5 4.2 38 55 76 2.8 4.4 44 60 88 1.8 4.6 40 52 80 .1.7 4.8 32 42 64 1.7 5.0 32 40 64 5.2 A 0 0+ 5 10 15 25 30 35 r 40 40 L Cone Bearing, qc (tsf) rictl' n Rgtio, FR 120 160 200 240 280 320 U 2 4 b 8 P:IProjectA2012V2-1095.03 Riverbend (Standard Pacific Homes) IGeolAp�endicesWpp 1: - CPT Soundings Done GFA INTERNATIONAL 521 N.W. ENTERPRISE D VE, PORT ST. LUCIE, FLORIDA 34986 PHONE: (772) 92I -3575 - FAx: (772) 924-3580 CONE PENETRATION N SOUNDING (ASTM D 3441) Client: Standard Pacific Homes, South Florida Date: 1/29/2014 Project No.: 12-1095.03 Project: Proposed Riverbend Development: Lots 1- 47 Lab No.: NE Corner of Gilson Rd & NW Turnabou Ln, St. Lucie County, FL Field Crew: PM/WN Rig ID: OshKosh Location: CPT @ Lot 47 (Front) N27.222361 W80. 96410 Page: 1 of 1 Elevation: Existing Grade Field Data qc (tsf) FR Depth (meters) P P+S 12 24 2.8 0.2 35 40 70 1.9 0.4 50 60 100 1.1 0.6 42 50 84 2.4 0.8 45 60 90 2.2 1.0 50 65 100 2.6 1.2 80 100 160 . 1.7 1.4 80 100 160 1.2 1.6 65 80 130 2.0 1.8 60 80 120 2.2 2.0 60 80 120 1.7 2.2 35 50 70 1.3 2.4 28 35 56 2.4 2.6 27 37 54 1.7 2.8 28 35 56 2.4 3.0 30 40 60 2.2 3.2 35 45 70 1.5 3.4 32 40 64 3.1 3.6 35 50 70 1.5 3.8 52 60 104 1.3 4.0 50 60 100 2.4 4.2 52 70 104 1.5 4.4 48 60 96 1.0 4.6 48 55 96 1.4 4.8 48 58 96 1.4 5.0 50 60 100 5.2 0 40 0 ;... i 5 10 15 d w 20 a A 25 30 35 40 Cone Bearing, qc (tsf) 120 160 200 240 280 320 ricti�n Ratio, FR 8 P:• Projecls12012112-1095.03 Riverbend (Standard Pacific Homes) lGeoUppendicesUpp E - CPT Soundings Done GFA IN ERNATIONAL 521 N.W. ENTERPRISE D VE, PORT ST. LUCIE, FLORIDA 34986 PHONE: (772) 92. -3575 - FAX: (772) 924-3580 CONE PENETRATION SOUNDING (ASTM D 3441) Client: Standard Pacific Homes, South Florida Date: 1/29/2014 Project No.: 12-1095.03 Project: Proposed Riverbend Development: Lots 1- 7 Lab No.: NE Corner of Gilson Rd & NW Turnabou Ln, St. Lucie County, FL Field Crew: PM/WN Rig ID: OshKosh Location: CPT @ Lot 47 (Back) N27.223300 W80.29625° Page: 1 of 1 Elevation: Existing Grade Field Data qc (ts� FR Depth (meters) p P+S 0 40 0 1 ��- 34 3.9 0.2 50 80 2.5 0.4 70 110 1.0 0.6 70 124 2.1 0.8 90 140 1.9 1.0 90 140 1.9 1.2 90 140 1.9 1.4 5 100 160 0.6 1.6 32 50 2.9 1.8 30 38 2.4 2.0 25 36 1.8 2.2 15 20 2.0 2.4 11 16 5.0 2.6 23 34 1.6 2.8 26 44 1.5 3.0 10 25 40 4.6 3.2 40 52 3.3 V 3.4 45 64 2.7 3.6 45 64 1.4 3.8 37 60 1.8 4.0 36 56 1.4 4.2 28 28 44 44 1.8 1.5 4.4 4.6 15 27 44 1.5 4.8 30 50 1.8 .5.0 32 50 5.2 w d w p 20 a A 25 30 35 40 Cone Bearing, qc (tsf) rict' n R tio, FR 120 160 200 240 280 320 U Y 6 8 P: IProjectA20J2V2-J095.03 Riverbend (Standard Pacific E - CPT Soundings Done Appendix F - Discussion of Soil Groups GFi� DISCUSSION OF SOIL GROUPS COARSE GRAINED SOILS GW and. SW GROUPS. These groups comprise well -graded gravelly and sandy soils having little or no plastic fines less than percent passing the No. 200 sieve). The presence of the fines must not noticeably change the strength characteristics of the coarse -grained friction an must not interface with it's free -draining characteristics. GP and SP GROUPS. Poorly gra plastic fines (less than 5 percent p and SP groups. The materials ma, non -uniform mixtures of very cc intermediate sizes lacking (sometir graded). This last group often resu and sand layers are mixed. ed gravels and sands containing little of no ssing the No. 200 sieve) are classed in GP be called uniform gravels, uniform sands or irse materials and very fine sand, with es called skip -graded, gap graded or step- s from borrow pit excavation in which gravel GM and SM GROUPS. In general, the GM and SM groups comprise gravels or sands with fines (more than 12 p rcent the No. 200 sieve) having low or no plasticity. The plasticity index and liquid limit of soils in the group should plot below the "A" line on the plasticity chart. The gradation of the material is not considered significant and both well and poorly graded materials are included. GC- and SC GROUPS. In general, the GC and SC groups comprise gravelly or sandy soils with fines (more than 12 percent passing the No, 200 sieve) which have a fairly high plasticity. The liquid limit and plasticity index should plat above the "A" line on the plasticity chart. FINE ML and MH GROUPS. In thes designate predominantly silty matE high liquid limits, respectively, and at a liquid limit of 50. The soils in silts or inorganic silts with relative) soils and rock flours. CL and CH GROUPS. In these grc H denoting low or high liquid limits, 50. The soils are primarily organic CL and are usually lean clays, sanc plasticity clays are classified as CF and some volcanic clays. I61411116111&1 groups, the symbol M has been used to al. The symbols L and H represent low and in arbitrary dividing line between the two set e ML and MH groups are sandy silts, clayey low plasticity. Also included are loose type ups the symbol C stands for clay, with L and with the dividing line again set at a liquid of clays. Low plasticity clays are classified as ly clays or silty clays. The medium and high I. These include the fat clays, gumbo clays Gfi� OL and OH GROUPS. The soil in the presence of organic odor or cc clays are classified in these group corresponds with the ML and MH g the OL and OH groups are characterized by lor, hence the symbol O. Organic silts and The materials have a plasticity range that Dups. HIGHLY ORGANIC SOILS The highly organic soils are u: undesirable construction characte or other fibrous vegetable matter are not subdivided and are classi humus and swamp soils with a group. sally very soft and compressible and have stics. Particles of leaves, grasses, branches, re common components of these soils. They ed into one group with the symbol PT. Peat ighly organic texture are typical soils of the Gf