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HomeMy WebLinkAbout2011-000Indian River County Engineering Department 1801 27'h Street Building A Vero Beach, Florida 32960-3388 Attention: Mr. Arjuna Weragoda, P.E. Subject: Roadway Soil Survey Oslo Road Improvement Project From 58th Avenue to 43`d Avenue Indian River County, Florida Gentlemen: Juiy 14, 2011 File No. 11-5420 As requested and authorized, we have comple#ed a roadway soil survey far the Oslo Road Improvement Project. The purposes of performing this exploration were to evaluate the general subsurface conditions within the roadway improvement areas and to provide recommendations relative to site preparation and roadway construction. This report has been prepared in accordance with generally accepted geotechnical engineering practices for specific application to the project areas indiLOCA #ed in this report. No other warranty, expressed or implied, is made. The soils information and recommendations submitted herein are based on the data obtained from the soil borings presented on Figures 4 and 5. This report does not reflect any variations which may occur adjacent to or between the borings. The nature and extent of the variations between the borings may not become evident until during construction. It is a pleasure assisting you with this phase of the project. If you have any questions, or when we may be of further assistance to you, please do not hesitate to contact us. Best regards, ARDAMAN &ASSOCIATES, 1NC. Florida Certificate of Authorization No. 5950 Will B. Cornelius II, P.E. Project Engineer Florida Registration No. 67538 Dan J. Zrallack, P.E. Branch Manager Florlda Registration No. 63911 ,,. ;, l (A ;er,:r,� Plait- M'l). Unit 7 PO , 5.. Lu.,ie, Fro: ida 34 . , F*,ar (. 7;) 1 % £i vi,il ,)i,, s,,., , c,,r,.:w r t:�.;oa. FJYt i�_y�rs ,'�1�d"�,i. Ura.•.�o, 3��c�rt �r tr�<1ite. �c.t �'.. Lu.,_: wpm I It 4 '� n - n9 1171 m In TABLE OF CONTENTS Chapter Title Page IV 1 . 0 INTRODUCTION . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 0 1 1 . 1 Site Location . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .in . . . . . . . . . . . . . . . 1 1 . 2 Project Considerations . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . I 1 1 . 3 Purpose and Scope of Project . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 7 1 . 4 Review of Available Data . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 2 1 . 4 . 1 Soil Survey Map . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 2 1 . 4 .2 USGS Quadrangle Map . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 2 1 . 4. 3 Potentiometric Surface Map . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 2 2 . 0 FIELD EXPLORATION PROGRAM . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 2 2 . 1 Auger Borings . am " . Dead . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . a 2 2 .2 Field Permeability Tests . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 3 2 . 3 Test Locations . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 3 2 . 4 Groundwater Measurements . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 3 3 . 0 LABORATORY TESTING PROGRAM . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 3 If 1 3 . 1 Visual Examination and Classification Testing . . . . . . . . . . . . . . . . . . . . . . 3 4 . 0 CONCLUSIONS AND RECOMMENDATIONS . . . . . . . . . . . . . . . . . . . . . . . . . . 4 4 . 1 General Soil Stratigraphy for Roadway . . . . . . . . . . . . . . . . . . . . . . . . . . . . 4 4 . 2 Results of Field Permeability Tests . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 5 4 . 3 Groundwater Control . . 0090 . . . . . . 0 . . . . . 1 9 9 . . . . . . . . . . . . . . . . . . . . . . . 5 . . 4 . 4 Normal Seasonal High Groundwater Table . . . . . . . . . . . . . . . . . . . . . . . . . 5 4 . 5 Construction Considerations . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 6 In List of Tables : 1 Review of Soil Survey Map 2 Laboratory Test Results List of Fiaures : 1 USGS Quadrangle Map 2 USDA SCS Soil Survey Map 3 Legend for Soil Boring Profiles 4 - 5 Soil Boring Profiles 6 Roadway Soil Survey Appendices : if I USDA SCS Soil Descriptions II Subsurface Exploration Information 111 Particle Size Analysis Results (ASTM D-422) If I IV I IN 3IN I" 1z .r `' r+.IN Ile, IN I el feel, e IN I le IN 3 ,fir I INIle=• -1"1X Ile IN § ,y , t Nee IN, �S, .� ,* _ , , ,.7 - o- . , �,v ,.�, r _�a IN I Oslo Road Improvement Project Page 1 File No. 11 -5420 1 . 0 INTRODUCTION 1 . 1 Site Location It is our understanding that the project limits consist of the 1 . 0t mile right-of-way of Oslo Road , between 58"' Avenue and 43`d Avenue in Indian River County, Florida . More specifically , this phase of the project begins around Station 50+00 and continues in an easterly direction to Station 103+20 . The project limits are located within Sections 21 and 28 , Township 33 South , Range 39 IN East . The approximate project limits are shown superimposed on a reproduction of the 1949 Oslo , Florida , USGS Quadrangle Map ( photorevised 1983) presented as our Figure 1 . 12 Project Considerations Based on information provided to us and on review of records from Indian River County, we understand that the existing roadway consists of a two- lane , undivided section with stormwater run -off typically sheet flowing to adjacent roadside swales and the Indian River Farms Drainage District Lateral Canal 13-7 located on the south side of Oslo Road . Based on our understanding and review of the "Oslo Road Improvements" sheets prepared for the project by the client, the proposed improvements consist of the reconstruction and widening of the existing two- lane roadway to a four- lane , divided urban corridor. We further understand that six Ile e dry detention ponds are planned for the corridor . The proposed improvements to Oslo Road also include intersection signalizations along the alignment, including the intersections with 58"' Avenue and 431 Avenue . Construction of up to four new mast arm signal poles , founded on drilled shaft foundations , are planned for each of these intersections . We note that additional subsurface explorations will be performed relative to the new IN mast arm signal poles once the locations have been finalized . Geotechnical engineering evaluations relative to the new mast arm signal poles will be presented to the client under separate cover upon completion of our studies . 1 . 3 Purpose and Scope of Project The purposes of this project were to explore shallow subsurface conditions within the roadway improvement areas and to provide a geotechnical engineering evaluation of the conditions encountered. We accomplished these purposes by: 1 . Obtaining and evaluating readily available geologic and soil survey data . 2 . Conducting auger borings and field permeability tests at selected locations within the roadway improvement and dry detention pond areas and measuring groundwater levels where encountered . IN 3 . Observing recovered soil samples in our laboratory and performing tests on selected samples to aid in classification . 4 . Analyzing and interpreting the field and laboratory data . I 5 . Performing engineering analyses to develop recommendations for site preparation and roadway construction . v lIN' 777 vN'Il sem}rN ,77 `�1 41 , } c „ *. za �- 3 sIN N% Ik NI "ej IN E vaN. 3 '"""Y' $ _ . ' "a 3 ` ` Sf "I"ereY �^£ i ``,}b '" "IN Iler tIN 2; 4 "o ,} R." : Ne h. 4l., i , � .., `' . . . n.,4 .h 4%tk„o- '.A i"J fi. �. �` N, . .< ., , _ . '.ry s ' . . .�} w .. ., , x �, .'�, _ �� - �, r , . . . E g. NerNNI y n F ' eel, I le reyNEv teel Oslo Road Improvement Project Page 2 File No . 11 -5420 1 . 4 Review of Available Data 1 . 4 . 1 Soil Survey Map The Soil Survey of Indian River County, Florida, which was issued by the U . S . Department of Agriculture , Soil Conservation Service (SCS) in 1987 , states that the predominant surficial soil types along the project alignment are Boca fine sand and Winder fine sand. In addition , we note that the surrounding site surface along the eastern edge of the project limits is formed by the Riviera fine sand and Wabasso fine sand soil types . These soil types are summarized and presented in Table 1 , and complete descriptions of these soil types , as taken from the Soil Survey, 17 are included in Appendix I . The general project limits are shown on a reproduction of the Soil Survey Map of the general study area (compiled on 1980 aerial photography by the USDA, SCS and cooperating agencies) , included as Figure 2 . leek In general , our soil borings encountered soil conditions similar to those described in the USDA Soil Survey for these soil types. We note that these soil types have an elevated seasonal high groundwater table , within 10 inches of the natural ground surface , for several months out of the year, as well as a perched water table (due to shallow clayey soils) during or immediately following periods of heavy rainfall . 1 . 4 . 2 USGS Quadrangle Map Based on our review of the Oslo , Florida USGS Quadrangle Map , the approximate ground surface elevations along the project alignment range from +20 to +25 feet relative to the 1929 National Geodetic Vertical Datum ( NGVD) . 1 .4 . 3 Potentiometric Surface Mab Based on review of the " Potentiometric Surface of the Upper Floridan Aquifer in the St . Johns River Water Management District and Vicinity, Florida" map (dated May, 2009) published by the United States Geological Survey, the potentiometric elevation of the Upper Floridan Aquifer in the vicinity of the project corridor is approximately +27 feet NGVD. This would indicate that the site is in an area of potential artesian flow considering the ground surface elevations shown on the USGS Quadrangle Map . 2. 0 FIELD EXPLORATION PROGRAM 2 . 1 Auger Borings The field exploration program included performing auger borings at selected locations within the proposed improvement areas. The auger borings were conducted using a 31111inch diameter hand- held (bucket) auger to approximate depths of between 5 and 7 feet below the existing ground surface . The borings were backfilled with accumulated soil cuttings upon completion of the field exploration program . A summary of the auger boring procedure is included in Appendix ll . I Ile Ile , .— s el Ile le . _ _ _ _ _ �.. ,. . > wx'.r' x . . .. x . . n , s, a >. Oslo Road Improvement Project Page 3 File No . 11 -5420 2 . 2 Field Permeability Tests Six field permeability tests were performed in the general vicinity of the proposed dry detention pond areas . The field permeability tests were performed by installing a solid-walled PVC casing snugly fit into a 3- inch diameter 5400t deep auger borehole . The bottom of the pipe was open and raised 1 foot above the bottom of the borehole . The bottom 1 foot of the borehole was gravel - ' packed . The pipe was then filled to the top with water. The tests were conducted as a "constant head" test by measuring the quantity of water added over a 20- minute time period to maintain the water level at the top of casing level . 2 . 3 Test Locations The locations of the auger borings and field permeability tests were determined in the field by estimating distances from existing site features as depicted on the "Oslo Road Improvements" sheets , which were prepared and provided by Indian River County. The station and offset of each boring and field permeability test presented on Figures 4 and 5 should be considered approximate and are in reference to the baseline of construction depicted on the provided roadway plan sheets. 2 . 4 Groundwater Measurements Where encountered , the groundwater level was measured in the boreholes after stabilization of the downhole water level . The measured groundwater levels are shown adjacent to the soil profiles on the Soil Boring Profiles sheets . As shown on Figures 4 and 5, groundwater was not encountered within the vertical reach of some of the borings on the date drilled . However, this does not necessarily mean that groundwater would not be encountered at these locations at some other time . Fluctuations in groundwater levels on this site should be anticipated throughout the year primarily due to seasonal variations in rainfall and other factors that may vary from the time the borings were conducted . Groundwater may also "perch" atop the shallow clayey soils during or immediately following periods of heavy or prolonged rainfall . 3 . 0 LABORATORY TESTING PROGRAM 3 . 1 Visual Examination and Classification Testing Our drillers observed the soil recovered from the auger, placed the recovered soil samples in moisture- proof containers , and maintained a log for each boring . The field soil boring logs and recovered soil samples were transported to our soils laboratory from the project site . Each soil sample was then visually classified by a geotechnical engineer in accordance with the American Association of State Highway and Transportation Officials (AASHTO ) Soil Classification System Y (ASTM D -3282) . In addition , particle size analysis (ASTM D422 ) , Atterberg limits (ASTM D -423/424) , moisture content (ASTM D -2216 ) and organic content (ASTM D-2974) tests were conducted on representative soil samples to aid in classification of the soils . The results of our tests are shown adjacent to the sample depth on the soil boring profiles presented on Figures 4 and 5 and are summarized on the Roadway Soil Survey sheet presented as Figure 6 . The resulting soil descriptions and the results of our tests are also summarized on Table 2 . Particle size analysis results are included in Appendix 111 . dC 4 7777 d S i vy « 4 I lee E . J k '45,`Y` G`5 2'' �?;c 4• , M1 >r r , y i 'v y pr`s y L r .. . « ,r, .. ;', • rte ,, le M x el ` 14 1 Oslo Road Improvement Project Page 4 File No . 11 -5420 4.0 CONCLUSIONS AND RECOMMENDATIONS 4 . 1 General Soil Stratigraphy for Roadway The results of the field exploration and laboratory testing programs are presented on the Soil Boring Profiles , Figures 4 and 5 . The stratification of the soil boring profiles represents our interpretation of the field boring logs and the results of the laboratory examination of the recovered samples. The stratification lines represent the approximate boundary between soil types . The actual transitions may be more gradual than implied . The results of our borings indicate the following general soil types : Stratum Classification No Description AASHTO index 505 Dark brown to dark gray slightly silty fine sand to silty fine sand with organics (topsoil) -- 1 Light gray to dark brown fine sand to slightly silty fine sand A-3 S 2 Light gray to dark brown slightly clayey fine sand A-2-4 S 3 Light gray to very dark gray clayey fine sand A-2-6 P 4 Very dark gray organic very clayey fine sand Soils encountered in the borings performed during this phase of exploration along Oslo Road typically included suitable sandy soils with variable amounts of clay and/or silt (AASHTO Classifications A-3 and A-24, Soil Stratum Nos . 1 and 2 ) overlying plastic clayey fine sand soils (A-2-6 , Stratum No . 3) . Soil Stratum Nos. 1 and 2 may be considered as select materials based on MOT criteria . The use of these soils relative to roadway construction should be in accordance with MOT Standard Index 505 . The Soil Stratum No . 3 soils (A-2 - 6) are deemed "plastic" and the Stratum No . 4 soils (A-8) "muck" by the FDOT and , as such , are typically considered unsuitable for use in roadway construction . We note that, while Soil Stratum No . 2 (A-2-4) is considered as select material based on MOT criteria, it is our opinion that this soil type may be problematic for roadway construction . The clay content is sufficient that this stratum will retain moisture resulting in compaction difficulties . Recommendations relative to the use of clayey soils are presented below in Section 4. 5 . Organic material or "topsoil" was encountered along the existing roadway throughout most of the project site to a depth of about 6 inches. The removal of topsoil and/or any other organic soils such as muck ( Soil Stratum No . 4) and plastic materials ( Soil Stratum No . 3) as encountered should be accomplished in accordance with MOT Standard Index 500 , unless otherwise noted on the plans . The stripped topsoil and any other organic or plastic soils should not be used for roadway construction or utility backfill . le ' A.; - I 1r 71 1 ' d F ; G aai 4 IF Oslo Road Improvement Project Page 5 File No . 11 -5420 4 . 2 Results of Field Permeability Tests The results of the six field permeability tests performed within the proposed dry detention pond areas are presented in the table below . Test No. Station* Offset* Coefficient of Horizontal Permeability, (feet) K„ (feet/day) Perm = 1 56+00 95 L 1 . 07 Perm-2 63+40 105 L 0.30 Perm-3 74+00 105 L i . 04 Perm =4 83+90 120 L 1 . 02 Perm -5 91 +50 100 L 0. 87 Perm-6 99+80 95 L 1 .27 [Eand offset are approximate and referenced from the baseline of construction of the "Oslo Roadements" sheets prepared by Indian River County. It is noted that a suitable factor of safety should be used with these values . In addition , for the type of soils tested, a transformation ratio to 1 horizontal to 1 vertical is appropriate (i . e . , the estimated ratio of horizontal to vertical permeability) . 4. 3 Groundwater Control The groundwater level was measured in the boreholes on the date drilled after stabilization of the downhole water level . As shown on Figures 4 and 5 , the encountered groundwater level in the auger borings was measured at approximate depths ranging from 3 .5 to 6. 5 feet below existing grade . Fluctuations in groundwater levels on this site should be anticipated throughout the year primarily due to seasonal variations in rainfall and other factors that may vary from the time the borings were conducted . Some form of groundwater control (dewatering) will likely be required during construction , particularly for utility installation and roadway construction during the wet season . Means and methods of groundwater control should be the responsibility of the contractor. We recommend that the contractor be made aware of the presence of the clayey soils present throughout the project corridor. Such material may Influence the dewatering methods used during the project. 4 . 4 Normal Seasonal High Groundwater Table I < i The normal seasonal high groundwater level each year is the level in the August- September period at the end of the rainy season during a year of normal (average) rainfall . The water table elevations associated with a flood would be much higher than the normal seasonal high groundwater level . The normal high water levels would more approximate the normal seasonal high groundwater levels . , I Rr IV I n t IF 041, il if .. , ........... --------------- ' ea'� Oslo Road Improvement Project Page 6 File No. 11 -5420 The seasonal high groundwater level is affected by a number of factors . The drainage characteristics of the soils , the land surface elevation , relief points such as drainage ditches , lakes , rivers , swamp areas , etc . , and distance to relief points are some of the more important factors influencing the seasonal high groundwater level . When estimating the normal seasonal high groundwater table level (s) , consideration was given to the fact that the soil borings were performed during a period of drought . Based on our interpretation of the site conditions using the boring logs and the Soil Survey, we preliminarily estimate the normal seasonal high groundwater level at the site to be somewhat higher than the groundwater levels encountered at the time of our field exploration , assuming that the existing site drainage is maintained . Our estimates are presented on the Soil Boring Profiles on Figures 4 and 5 . We note that if site drainage conditions are altered from those at the time of our borings , our estimates may not be valid . If requested , Ardaman can verify the plotting of the estimated seasonal high groundwater levels on the roadway cross sections . Also , we can verify that the bottom of the proposed base material elevation has proper separation from the seasonal high groundwater elevation , or make recommendations for special base treatment in deficient areas. We note that groundwater may also temporarily "perch" atop the shallow clayey soils at depths above the estimated normal seasonal high groundwater level , during or immediately following periods of heavy or prolonged rainfall . 4.5 Construction Considerations Roadway construction should be performed in accordance with the appropriate sections of the current edition of the Florida Department of Transportation ( FDOT) Standard Specifications for Road and Bridge Construction . In accordance with these specifications, the removal of any organic materials (A-8 soils) including topsoil as encountered , and any plastic (A-2 -6) soil should be accomplished in accordance with FDOT Standard Index 500 unless otherwise indicated on the plans. Backfill should generally consist of select material (A-3 and A-24) compacted in accordance with Section 120-9 of the Standard Specifications . In-place density tests should be performed on the fill soils to verify the specified degree of compaction . The minimum density test frequency should be in accordance with the FDOT Materials , Sampling , Testing , and Reporting Guide . Fill Placement and Side Slopes for Embankment Construction are presented in the FDOT Standard Index 505 . As mentioned above , A-21,w4 type soils will likely be encountered along much of the alignment within the upper 5 feet . The A-24 type soils can be used for roadway construction using strict moisture control (in - place moisture near optimum moisture content as determined by the Proctor test) . Special compaction equipment ( i . e . , sheepsfoot-type rollers , etc.) and allowing time forthe material to dry sufficiently may also be needed to use these soils in construction . If A-2-4 soils excavated from below the groundwater table are to be used for embankment fill, we recommend stockpiling the excavated clayey/silty soils as high as possible so as to increase the rate of drainage . Prior to their use , the soils should be spread out and disced to further reduce moisture levels. Nevertheless, soil with high percentage of fines will be slow in draining and may present problems during compaction efforts . ,:. Or VI IV V LJ IjV ir 3 :"'` . . ' k` f ''kz . . u , .. _ ' . . . _ . w , , . .u,, :t : ,. _ z. .. _ 77MZ 77,71 71117=1 7? 1 a 17 Oslo Road Improvement Project Page 7 File No . 11 -5420 In an attempt to minimize disturbance of the plastic A-2 - 6 soils which are to remain as indicated on the project plans , it may be prudent to utilize relatively light compaction equipment during Proof rolling and other compaction operations in areas where these soils exist near the surface . We recommend static rolling the subgrade to minimize potential "softening" of the plastic material ; the vibrations created by a vibratory roller may result in capillary rise of the moisture in the clayey material and subsequent deterioration of the integrity of this stratum . Please note that these suggestions may necessitate the compaction of roadway materials in lifts thinner than those typically recommended . Careful engineering inspection should be performed during all phases of the earthwork . Any indications of soft or yielding areas may require further explorations . Over-excavation of plastic soils that yield during proofrolling and subsequent base construction , and replacement with compacted sandy backfill may become necessary in some areas . We note that organic very clayey fine sand ( muck) was encountered in Boring HAB-23 (Station 88+ 00) at depths from about 1 . 8 feet to 6 feet below the ground surface . These organic materials are classified as A-8 soils and should be removed in accordance with FDOT Standard Index 500 unless otherwise indicated on the project plans. The extent of the A- 8 soils in this area can be determined during construction or with additional borings. Should any canals or ditches be reclaimed (or filled) for roadway construction , we recommend conducting further explorations relative to exploring the extent of unsuitable soils beneath and within the canals or ditches, including additional soil borings and canal/ditch bottom probes . We also recommend that the designer add notes to the plans relative to potential difficulty in dewatering , using strict moisture control and any special compaction equipment for A-2-4 and A-M soils , maintaining positive site drainage and wrapping pipe joints . R 5 9 M w r s C ' WWI 2FF Fee ItFIIIIIl _ m . . . _. I Fire 1% Fe Fee v I IT TFIT III Tr IT FN IT Fee I IN IF 11 IT IF, IN YI ell File' NW Feer , he 1llIN EI bFee IT IN IN It I Te IN IN FIN Fe I IT IT F*11k Iv 17 IT IN I IF ii IN IN I IF rrr FIT I IT s. . s{ x . , : ",�. 9, ' FIF TAB hB st �- , IN ANN FIN, IF I it I IN IN I Review of Soil Survey Maps F'Let Oslo Road Improvement Project , IN From 58�' Avenue to 43`d Aell 1. Avenue Indian River County, Florida IF 11 Fell el�fiF� FIN` I File ; F I 'll Ae IN Ne f Soil Map Unit Description Approximate Depth to Seasonal High Groundwater Table I IT; 11According to Soil Survey IT IT N-F IN el, 10 - Riviera fine sand Nearly level , poorly drained soil found on low hammocks Within a depth of 10 inches for 1 to 6 months and between a depth of I IN re ITT N9 IF and in poorly defined drainageways and broad, low sloughs . 10 to 40 inches for more than 6 months . re IIF IeF In- IN IF Fee I IN Fee 13 Wabasso fine sand Nearly level, poorly drained soil found on broad flatwoods . Within a depth of 10 inches for 1 to 2 months and between a depth of f 0 to 40 inches for more than 6 months iI INn most years . %nll Feel, IF Within a depth of 10 inches for 2 to 4 months and between a depth of IN 14 - Winder fine sand Nearly level, poorly drained soil found on low hammocks p p I Fit and in poorly defined drainaN , IT Igeways . 10 to 40 Inches for about 4 to 6 months or more. Only for short periods Felt in dry seasons is the water table below a depth of 40 inchesTI . IN IN lie 36 - BINN oca fine sand Nearly level , poorly drained soil found on the flatwoods, but Within a depth of 10 inches for 2 to 4 months. It recedes to a depth I N7 most of the acreage is in citrus groves. below the limestone for about 6 months, F IF IT 11 IN IN, Ne IN IN x IN, IN 11 AN TI, IT IT IN NNIN It 11 r IT IN it it 11 IN IN re Feel 11 F ell ell IN, Xse IF IF FT,qNNi,,NN r e 111fM 1 -11 A WT - - , . , , �. s ; TABLE 2 AI " A AN �� If IVA Al fee Laboratory Test Results 7A A 1 11Oslo Road Improvement Project From 58"' Avenue to 43`d Avenue A Add Indian River County, Florida LANKA AN AIt AllA%IVV% 110 NK �JkvfK,N A Sam le Natural Percent Passing Sieve Size 11 Offset* Stratum p Moisture (%) Liquid Plasticity Organic AASHTO A Station * Depth Limit Index Content OJClassification , r (ft) No. ft Content (%) No. 10 No. 40 No. 60 No. 100 No. 200 3 91 +05 55 L 1 0. 5 - 1 .8 3 100 91 52 18 3 NP NP -- A-3 0A7I2IIKKKI 1I1 NAI AI,AA IIoIIdA lrIIA AAAI"!A,AAAA AAAK 52+ 10 60 L 2 0.7 - 3.7 9 84 57 35 20 7 20 3 -- A-24 54+05 70 L 2 0 . 5 - 3 9 96 84 58 31 8 - - 2 A-2-4 85+90 85 L 2 2. 9 - 5 19 86 77 45 20 9 -- - -- A-24 60+00 80 L 3 0 .5 - 2 10 100 94 66 35 15 -- -- -- A-2-6 65+00 90 L 3 0 . 5 - 3.2 6 100 94 65 33 15 -- -- -- A-2-6 72+ 10 45 L 3 2 .5 - 5 18 100 95 69 41 22 33 14 -- A-2-6 82+35 95 L 3 0 . 5 - 2.8 7 99 91 52 24 16 - -- -- A-2-6 87+00 75 L 3 3. 2 - 5.4 22 100 94 60 34 21 27 15 -- A-2-6 88+00 45 L 3 6 - 7 31 100 92 52 28 19 -- -- -- A 2-6 89+85 80 L 3 0, 5 - 2. 5 10 100 92 58 34 20 -- -- 5 A-2-6 96+05 60 L 3 2 . 8 - 5 12 100 94 62 35 16 -- -- 4 A-2-6 I 88+00 45 L 4 1 .8 6 25 100 94 64 45 37 -- -- 15 A-8 * Station and offset referenced from baseline of construction of the "Oslo Road Improvements" sheets prepared by Indian River County. The symbol "-=` represents an unmeasured parameter. The symbol "NP" represents non -plastic . `m a� m V r" a It n 45 ell k I el 1, Ivee lee,t men I v, IV I itart .. _.._. .. . N -ell O Q I � c &I el na, m d O u _ . - • s. � . -;t ., �s . In I 11 11 -tv InV; In . U E +� M - I • ___ _- _ o c n C <S _ .. W OI In In _ Q (D � V In � w L Z � o � . : ::let I Ile— ' A N C w D.. C V a In s 3 IV In uVID d O a In let � .� h � r7 11 O rL� z R( -� E C VV . �. . n ,'. tr ? O O 6g( ! � I{ X 0lent — _ . e It ._ -f II i f `3' - Ez Ili 11 I Intel In AL net I" '�. _ _. __...... -..... _ _.._ 1 11 —__ . 19 m`rIt . it A - - : _. _. _.. _ si**xrr' -z __ _ - 4 : , On „� :1` t+ II .. lee e IV t.-� We 1 f. It _ le 4j%�ell 1 00 I t , . . , .I1 11 let - - - - At elle-'ene _. _..� a:' ._.. .�_ - - -- iT it '} � � � ! IV . f ell r x It M IVI j _. . co F- - - �.. . 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INny InIN Iry In IN kin NXI fi F. # nee, In 1V lit I In kIn III IN in 1 1 % In In �^ NE q 1. 4 $ p.� 4"°1,x1 Axt' , � $ 3 �^ ' :a In ») A IN, I k ,» i }y, 8� ga �, f > a�5 % 3 +J',✓V I R 4�' ! */}t lw� i ' .% ell d - RA D Ke 1 1112 } k IN ' drlg % y g pOn In jp * ,y. t 4 II I , ` le d �. dIN I pIN d 1 d .w' N Ill k p id 'P p zS e . Ilk, R$} a��3 x dS ^} '* E & i �h d v 6 1%4 $Y �,c �'e �d Ssk °�" ° 13 NelI fen I IN X21 22 ' I # d � � y�t r 8 # t '1 n x ss ° l • ' a F Vin; � " d + ' ` tnn tY In In IN d g s 13g{ 0 S4yd ' � ti° , '} J Y � Cel � i i t f t t r; { I 9' In n In III Wien 18 1 nI in, NI n we in n 9nJon. 0 i 3 i , 5 aIN r ' r Net It p +� " 3 f nn y a a ^ ' s ya t ` .� In,nNr e el Inn d� SITE ` In I IN IN In en nn I } n e In lenIN Ink gWe nr 5 3 ,x^`s» n7 In - „� IN I nk6r n7 50 �eIn x k 0 In r We I �N: Ilk � � �� � � �� ,f IN . In, o k IN < o-, ' t 6067 l� i�w ° . 6 A 'S r R xIIIkenIkel,kANN D ' We 5 saa n In ,� � In �� � �� Ill N,F 2o- �' ,.N^ x-a a = ' i' _ kk m =, % � . . % s ner , � . e nn IN I g �� z' Z 5 1 All 13 % % . NIL» _ a IN fiNA t 3 3 ”; 61 k 3 §T ..,gyp` .I W'" 'G"1 Y i 3IFd fiE ` % : . IN jo� 1r, .1 ; ; k„ s in `� rE a � �- k 1% '66 , w qnn ,i, p. A ide _ ell I . » . . 17 'Nen Ine y . , % r+% . c µ ms , _- q 9 + a _. _ $ t SOIL SURVEY OF INDIAN RIVER COUNTY , FLORIDA In ISSUED JANUARY , 1987 LEGEND USDA SCS SOIL SURVEY MAP Ardaman & Associates , Inc. 10 - Riviera fine sand m,., u" Geotechnical, Environmental and 13 - Wabasso fine sand Materials Consultants N 14 - Winder fine sand Oslo Road Improvement Project 36 - Boca fine sand From 58th Avenue to 43rd Avenue Indian River County , Florida z Ile nel Note: Figure reproduced from the Soil Survey Map compiled on 1980 aerial FILE NO. APPROVED BYi FIGURE photography by the USDA, SCS and cooperating agencies. 111k1111115420 WBC II 2 . . . " . . . . �. . . , , . All r SOIL DESCRIPTIONS ■ SLIGHTLY ORGANICS TO SILTY SAND 0 O1 FINE SAND TO SLIGHTLY SILTY FINE SAND (A- 3) OW SLIGHTLY CLAYEY FINE SAND (A- 2 - 4) 0 O3 CLAYEY FINE SAND (A- 2 - 6) ® ® ORGANIC VERY CLAYEY FINE SAND (A- 8) COLORS O LIGHT GRAY TO GRAY © LIGHT BROWN TO BROWN © DARK BROWN OR DARK GRAY DO VERY DARK GRAY TO BLACK NM NATURAL MOISTURE CONTENT IN PERCENT (ASTM D - 2216) - 200 (PERCENT PFINES��ASTM 200 01140)E SIZE OC ORGANIC CONTENT IN PERCENT (ASTM D - 2974) LL LIQUID LIMIT IN PERCENT (ASTM D - 423) PI PLASTICITY INDEX IN PERCENT (ASTM D - 424) T. GROUNDWATER LEVEL MEASURED ON DATE DRILLED Q TYPICAL SEASONAL HIGH GROUNDWATER LEVEL GNE GROUNDWATER NOT ENCOUNTERED ON DATE DRILLED A- 3 , A- 2 - 4 AASHTO SOIL CLASSIFICATION SYSTEM A - 2 - 6 WHILE THE BORINGS ARE REPRESENTATIVE OF SUBSURFACE CONDITIONS AT THEIR RESPECTIVE LOCATIONS AND FOR THEIR RESPECTIVE VERTICAL REACHES, LOCAL VARIATIONS CHARACTERISTIC OF THE SUBSURFACE MATERIALS OF THE REGION ARE ANTICIPATED AND MAY BEENCOUNTERED . THE BORING LOGS AND RELATED INFORMATION ARE BASED ON THE DRILLER' S LOGS AND VISUAL EXAMINATION OF SELECTED SAMPLES IN THE LABORATORY . THE DELINEATION BETWEEN SOIL TYPES SHOWN ON THE LOGS IS APPROXIMATE AND THE DESCRIPTION REPRESENTS OUR INTERPRETATION OF SUBSURFACE CONDITIONS AT THE DESIGNATED BORING LOCATIONS ON THE PARTICULAR DATE DRILLED . GROUNDWATER DEPTHS SHOWN ON THE BORING LOGS REPRESENT GROUNDWATER SURFACES ENCOUNTERED ON THE DATES SHOWN . FLUCTUATIONS IN WATER TABLE LEVELS SHOULD BE ANTICIPATED THROUGHOUT THE YEAR . ABSENCE OF WATER SURFACE DATA ON CERTAIN BORINGS IMPLIES THAT NO GROUNDWATER DATA IS AVAILABLE , BUT DOES NOT GROUNDWATERNECESSARILY MEAN THAT OR WITHIN THE VERTICAL R ACHESOF `TO HESEBORINGS T BE CIIN THE EFUTURE . ESE LOCATIONS NOTE : STATIONING AND OFFSET REFERENCED TO BASELINE OF CONSTRUCTION PROVIDED BY INDIAN RIVER COUNTY liiiiii MEN MEN MEN MEN LEGEND FOR FIGURES 4 & 5 Ardaman & Associates , Inc. Geotechnical, Environmental and Materials Consultants Oslo Road Improvement Project From 58th Avenue to 43rd Avenue Indian River County , Florida Ili rE rw. ,aaeovrn ar: 11 - 5420 WBC IIto 3 rill ` t 4r iT it X' rt tri ir r . . le 11 VV Q l4 IN 13 k AN IN 11 1 4 IN HAB-1 HAB- 2 HAB- 3 PERM - 1 IN HAB-4 r ` 11 Boring: 5/02/11 5/03/11 558+00 Date Drilled: 5/02/11 554+051 56+00 35' LER 56+00 Station: 52+10 79, �� 70' LErT 95' LEFTIN 11 Offset: 60' LEFT _ s (2� D IN 11 18 IN IN I 211IN NY:9 1A LL:20 ® NY:9 3B .3E- 5,01 3B 5 s , PI:3 �. � ,� ;, 5 zc I INN INNGNE s.o' GNE -l 'm GNE a f11 e Ile ,17` IN to kkk 1UF AN i 114 , 11 eevle HAB-7 PERM - 2 HAB-8 � Boring: HAB- 5 HAB-6 5/02/11 B 5/03/11 5/02/11 s/oz/ 5 5/02/1163+40 64+00 Date Drilled: 60+00 61+00 63+05 45' LEFT Station: 60' R 45' LEFT 85' LEFT 105' LER , Offset: IN I . s . rarsrs ..Qisa 0 , 0 . Q . lora arms 1B - O elluiI19 ,* NY:fO ILL _ © © sr © 3,7 3B 5 11 SINC , , 1 11 r 5 _ GNE GNE 14 1 IN I F E 10 cINN I 7 10 1 11 HAB- 11 HAB-12 HAB-13 �'' Sorin HAB- 9 HAB-10 5/03/11 5/03/11 n Dale Drill d: 5/03/11 5/03/11 567+951 69+05 70+30 3 ` Station: 65+00 66+00 90' LEFT S05 LEFT 95' LEFT "° O1fief: 90' LEFT 50' LEFT f . . 0 raa 4 5" It I IN 11 tjI s . ea s 200:15 O 2C IN 5 s . � Nil . GNE r k IN 10 10 _ I Ne Sorin HAS-14 HAB-15 r Date Drill d: 5/03/11 5/04/11 +95 17 JIN IN I Station: 72+10 903 LEFT Offset. 45' STT 0 IN Q . TOPICS, 0 ti IN I zc © SOIL BORING PROFILES lOeI © , Ardarnon & Associates, Inc. , Geotechnical, Environmental andININ IN I —200:22 36 5 Materials consultants 5 NY:16 1 IN GNE LL:33 PI:14 Oslo Road Improvement Project } From 58th Avenue to 43rd Avenue AC Indian River County, Florida IN ro 10 Y n 1N5420 APPaa ImdBC Ij FIGURE4 � I x � , .. dint ir In In Ad I did i A CA It In I HAS-16 HAB- 18 HAB- 19 PERM - 3 HAB-17 5/04/11 5/04/1 t 7DO Boring: 504 11 5/04/11 e2+35 r IIL Data Drlllod: 5/03/11 76+00 78+05 �. lER 95' LER SOffaet: 1054+LER 45' LER 90' LER ' 0 tors rors rarraa Q rers 4 3B D 4 39 2C to 2C 200:16 An 2C NY:7 CAL A�A INAt In Anindid 5,3 5 s © 3e GNE GNEin 10 0 x t0 , HAB- 22 HAB-23 In Boring: /05/11 ILI PERM - 4 5/04/11 AB— 20 5/03/111 5/05/11 558+00 I An AL T, ./04/11 / / 87+00 5' LE Dole Drilled: 84+00 85+90 7S, lER 45' lER It dddSoriat: 120+LER 45' LER e5' LER ' 0 �.r'LC ! It tc " CA A 0 2B 1C s 39 4 2C s . . I I AT An —200:37 O d IV 3B MIS 26 Ind . I2B O 4U NY:25 did 3 v I ILL © 200:9 —200:21 yam; 1- 111An An It , 5 O ' NY:19 NY:22 3C , 'CiLGNE ® 6,5 © s` © r 5 °'S 200: 19 Ad Ad GNE 1414:31 I CALL 'I in Ad I to ' it A tp � In PERM- 5Ad rr HAB-27 HAS- 24 HAB- 25 s�09/26 5/09/11 Boring: 509 11 5/04/11 +05 94+05 Data Drilled: 5/05/11 01 +05 91 +50 351 LEFT 70' LER " 89+85 100' LER 6 kid In, Station: 55' LER Ollest: LER cars 0 las ays OAlCALL 0 lora to 1C SB 3 , It In I I'dSC —200:3 © SB . de 200:20 © NY:3 OAd LL•NP O y;j . ® PIMP 38 Q 39 5 r , In I s GNE Se GNE GNE GNE ae GNE � tilde, 10 ' CA it y� , In Add , G III 10 3y ' CA At AIL A, Sorin PERM-6 I In, did Ind Boring: 5/09/11 s/oN11 . ., 1 did Date Drilled: 96+OS 99+80 , Station: 60' LER 95' LER �. Lin I OffILL set: sir, , ILL 0 to 1AAdi ' ' Ad in Add 1 p iN CIA In 1c SOIL BORING PROFILES d And 3B In —20oa6 © ° Arz�acnae & ,Asa.esciate5, Inc, ` ; In 30 OC:4 did In I'd N1C:4 5 Geotechnical, Environmental and 3AIALAALLL In 5 - 38 GNE Materials Consultants ' 11 A GNE OSIo Road Improvement Project did " " Ad From 58th Avenue to 43rd Avenueon IF C,dA CIL Ad q`C LIALL 10 10 Indian River County, FloridaI did, 11 etc No. ArPBovm er: txsuaE: 11-5420 WBC II 5 dAd _ KA° CA K If no IV r 11 NNNIVT ; f IL Ilk VI IIIIN e I /'I ill IN If n V. 17 If 'Fee 4 STATE OF FLORIDA DEPARTMENT OF TRANSPORTATION V4 V MATERIALS AND RESEARCH FINANCIAL PROJECT ID N / A If FOUR DISTRICT _ - — IN, 14 — e DATE OF SURVEY: NAv 20t1 _ ROAD NO. . OS C' - ROAD - � i SURVEY MADE BY: a :SAV nN Assoanl Es & INc. CROSS SECTION SOIL SURVEY FOR THE DESIGN OF ROADS COUNTY: Int RIVER I IV ell Ink, Ve SUBMITTED BY: ARDANAN & . ASSOCIATES & INC. SURVEY BEGINS STA . 5-0 - 00 SURVEY ENDS STA. 103 + 20 - In SIEVE ANALYSIS RESULTS ATTERBERG SOIL ORGANIC MOISTURE LIMITS % CLASSIFICATION CORROSION TEST RESULTS VIECONTENT CONTENT PER PASSING ( °) PH �"^' N0. OF RESISTIVITY CHLORIDE SULFATES fe STRATUM N0. OF 1G NOV OF x N0. OF 10 40 60 100 200 NO. OF LIQUID PLASTICItt UNIFIED AASNTO DESCRIPTION TESTS ohms Cm ppm_- ppm p.,+IV 11 ' N0. TESTS ORGANIC TESTS MOISTURE TESTS MESH MESH MESH MESH MESH TESTS LIMIT INDEX GROUP GROUP _ - _ ` -- -- -- - - -- - --- - - - - - _ - - - $P LIGHT GRAY TO DARK BROWN FINE SANG TO 0 _- --- y%y - - - 1 3 1 100 91 52 18 3 1 NP NP SP — SM A- 3 SLIGHTLY SILTY FINE SAND . ke 2 1 2 3 9 - 19 3 84- 96 57 - 84 35- 58 20- 31 7- 9 1 20 3 SP— SC A- 2- 4 LIGHT GRAY TO DARK BROWN SLIGHTLY CLAYEY FINE SAND O ,I' . , 0 --- _— --- " 3 2 4- 5 g 6 - 31 8 99 - 100 91 - 95 52- 69 24- 41 15- 22 2 27- 33 14- 15 $C A- 2- 6 LIGHT GRAY TO VERY DARK GRAY CLAYEY FINE SANI If In I _-_ fee , - - - - - - OH A- $ VERY DARK GRAY ORGANIC VERY CLAYEY FINE SAND O -— --- - - - —- -_ 4 1 15 1 25 1 100 94 64 45 37 .In ' '000000; 1, 14 nTe _ _ - . Ilk I IV I In In n ell 51 11 1 IN ' ". , ` , ' I In xr ' re EMBANKMENT AND SUBGRADE MATERIAL T % STRATA BOUNDARIES ARE APPROXIMATE — MAKE FINAL CHECK AFTER GRADING s — WATER TABLE ENCOUNTERED i4nt",. GNE — GROUNDWATER NOT ENCOUNTERED IT 1 . STRATA BOUNDARIES ARE APPROXIMATE AND REPRESENT SOIL STRATA AT EACH 5. THE MATERIAL FROM STRATUM NUMBER 1 IS SELECT AND APPEARS SATIFACTORY FOR USE IN THE EMBANKMENT WHEN UTILIZED IN ACCORDANCE WITH INDEX 505 OF THE FOOT DESIGN STANDARDS. BORING LOCATION ONLY. ANY STRATUM CONNECTING LINES THAT ARE SHOWN ARE FOR A ESTIMATING EARTHWORK ONLY AND DO NOT INDICATE ACTUAL STRATUM LIMITS. 6 . THE MATERIAL FROM STRATUM NUMBER 2 APPEARS SATISFACTORY FOR USE IN THE EMBANKMENT WHEN UTILIZED E ACCORDANCE WITH INDEX 505 In IIN InSUBSURFACE VARIATIONS BETWEEN BORINGS SHOULD BE ANTICIPATED. FOR FURTHER OF THE FOOT DESIGN STANDARDS. HOWEVER, THIS MATERIAL IS LIKELY TO RETAIN EXCESS MOISTURE AND MAY BE DIFFICULT TO DRY AND COMPACT 11 DETAILS SEE SECTION 120- 3 OF THE FOOT STANDARD SPECIFICATIONS 2. LEGEND s DEPTH OF ENCOUNTERED GROUNDWATER TABLE 7. THE MATERIAL FROM STRATUM NUMBER 3 IS CONSIDERED TO BE PLASTIC AND SHALL BE REMOVED IN ACCORDANCE WITH INDEX 500 OF THE FDOT111 IV v LEGEND ESTIMATED NORMAL SEASONAL HIGH OR LEVEL DESIGN STANDARDS UNLESS OTHERWISE INDICATED ON THE PLANS. LEGEND "GNE" GROUNDWATER NOT ENCOUNTERED ON DATE DRILLED 8. THE MATERIAL FROM STRATUM NUMBER 4 IS CONSIDERED TO BE UNSUITABLE AND SHALL BE REMOVED IN ACCORDANCE WITH INDEX 500 OF THE FOOT 3. THE SYMBOL " REPRESENTS AN UNMEASURED PARAMETER . DESIGN STANDARDS UNLESS OTHERWISE INDICATED ON THE PLANS. TOPSOIL AND OTHER ORGANIC MATERIAL (ORGANIC CONTENT > 7%) ENCOUNTERED DURING CONSTRUCTION SHALL BE REMOVED IN ACCORDANCE WITH INDEX 500 OF THE FOOT DESIGN STANDARDS UNLESS OTHERWISE INDICATED BY THE PROJECT GEOTECHNICAL ENGINEER Ir 4. THE SYMBOL "NP" REPRESENTS NON — PLASTIC. �Fell~ If fe'% If ' It Neel R E V S 10 N S G "' A7f1t7`"30f & AagOCi:ites, Inc. STA TE OF FLORIDA FIGURE If Y N c«`«n° a. ryc°t�p�m.�taane DEPARTMENT OF TRANSPORTATION ROAZ) WA Y SOL NO. A Y N Mat as Cm to `T 7/13/11 WBC CREATED 460 Hw C°ncwlaa 1I ROAD N0. COUNTY TR�NANCIAL PROJECT ID 6h SUR VE Y 6 k� NIV vM, lii2�°eii0007°2° N8°6 OSLO INDIAN RIVER N /A ! ' EDon J �p p�c P E kECaro No. ROAD ; , a Ldl° rr l4 k ' . ' ,` S APPENDIX I USDA SCS Soil Descriptions f IL Id ? , K 5. ` *? ' i* ' v *'= �: E k ;=.. + ,.z3� 't '�e,�d. '' . ' r � t, cw.; ri ' ? e"d �, ., YF -� :st " + ' : .. . r ; , _ ax. < �,� -. . 10 -Riviera fine sand . This soil is nearly level and poorly drained . It is on low hammocks and in poorly defined drainageways and broad , low sloughs . The mapped areas range from 20 to 50 acres . Slopes are smooth to concave and range from 0 to 2 percent . Typically , the surface layer is very dark grayish brown fine sand about 3 inches thick . The subsurface layer is 23 inches thick . The upper 11 inches of the subsurface layer is light gray fine sand , and the lower 12 inches is light brownish gray fine sand . The subsoil extends to a depth of 40 inches . The upper 5 inches of the subsoil is gray sandy loam that has intrusions and pockets of grayish brown and dark grayish brown fine sand . The lower 9 inches is gray sandy loam . The substratum to a depth of 80 inches or more is gray and greenish gray loamy fine sand that has a few pockets of light brownish gray fine sand . Included with this soil in mapping are small areas of Holopaw , Floridana , Manatee , Oldsmar, Pineda , Wabasso , and Winder soils . Also included are areas of soils that have a weakly stained layer of organic material above the subsoil and extending into it and also other areas of soils that have small fragments or nodules of iron cemented sandstone or calcareous material at a depth of 10 to 30 inches . The included soils make up less than 15 percent of the map unit. The water table is within a depth of 10 inches of the surface for 1 to 6 months and between a depth of 10 to 40 inches for more than 6 months . It recedes to a depth of more than 40 inches during extended dry periods . The water table is above the surface for short periods after heavy rainfall . The available water capacity is very low in the surface and subsurface layers , low in the upper part of the subsoil and moderate in the lower part , and low in the substratum . Permeability is rapid in the surface and subsurface layers , slow to very slow in the subsoil , and moderately rapid in the substratum . Natural fertility and the organic matter content are low . A large part of the acreage of this soil has been cleared and is planted to citrus . Natural vegetation consists of scattered slash pine , cabbage palm , waxmyrtle , scattered palmetto , laurel oak , blue maidencane , pineland threeawn , creeping bluestem , south Florida bluestem , sand cordgrass , low panicums , and various weeds and grasses . Under natural conditions , this Riviera soil is poorly suited to cultivated crops . However, it is fairly suited to vegetable crops if a water control system is installed to remove excess water rapidly and provide for subsurface irrigation . Soil improving crops and crop residue should be used to protect the soil from erosion and maintain organic matter. Seedbed preparation should include bedding of rows . Fertilizer should be applied according to the need of the crop . Suitability of this soil for citrus trees is good if a water control system is installed to maintain the water table at a depth of about 4 feet. Planting the trees on beds provides good surface drainage . A close-growing cover crop between tree rows protects the soil from blowing . Regular applications of fertilizers should be applied . This soil has good suitability for pasture and hay crops . Pangolagrass , improved bahiagrass , and clover grow well if properly managed . Management practices should include a water control system to remove excess surface water after heavy rains , regular applications of fertilizer, and controlled grazing . The potential productivity of this soil for pine trees is moderately high . South Florida slash pine is the best adapted specie to plant . Water control measures are necessary to remove excess surface water. Equipment limitations and seedling mortality are the main concerns in management . This soil is highly suited to desirable range plant production . The dominant forage is creeping bluestem , chalky bluestem , and blue maidencane . Management practices should include deferred grazing and brush control . Riviera soil is in the Cabbage Palm Flatwoods range site . This soil has severe limitations for building site development, sanitary facilities , and recreational uses . Water control measures are needed to overcome excessive wetness . The sandy surface layer should be stabilized for recreational uses . Sidewalls of shallow excavations should be shored . This Riviera soil is in capability subclass lllw . IF IF IF , 'FF £ % AKIv: x .ceax '' Y z ys , ., "� '.. ,r ' . �' 4 d :tr 1 ; .:;. x a *. : �' . `t r. ' d4 R " IF IL IF 13-Wabasso fine sand . This soil is nearly level and poorly drained . It is on broad flatwoods , Individual i mapped areas are 20 to 30 acres . Slopes are 0 to 2 percent . Typically , the surface layer is very dark gray fine sand about 7 inches thick , The subsurface layer is gray i fine sand to a depth of about 24 inches , The subsoil extends to a depth of about 48 inches . The upper 8 inches of the subsoil is black fine sand that is coated with colloidal organic matter, The next 3 inches is very dark gray fine sand , The next 6 inches is dark brown sandy loam . The lower 7 inches is brown fine sandy loam , The substratum to a depth of about 80 inches of more is brown loamy fine sand , Included with this soil in mapping are small areas of Boca , EauGallie , Oldsmar, Riviera , and Winder soils . Also included are areas of soils that are similar to Wabasso soil but have a thicker, dark colored surface layer and also some areas of soils in scattered small wet depressions , The included soils make up less that 15 percent of the map unit . The water table is at a depth of 10 to 40 inches for more than 6 months in most years and at a depth of less than 10 inches for 1 to 2 months . The available water capacity is very low in the surface and subsurface layers , medium in the subsoil , and low in the substratum . Permeability is rapid in the surface and subsurface layers , moderate in the sandy part of the subsoil , and slow or very slow in the loamy part , Natural fertility is low. Most areas of this soil are in citrus , although some areas remain in natural vegetation , The natural vegetation consists of slash pine , scattered cabbage palm , sawpalmetto , waxmyrtle , fetterbush , inkberry, pineland threeawn , bluestems , panicums , and other grasses , The suitability of this soil for citrus trees is good if a water control system is installed to maintain the water table at a depth of about 4 feet , Planting trees on beds lowers the effective depth of the water table . A suitable cover crop should be maintained between tree rows to control erosion and protect the soil from blowing . Regular applications of lime and fertilizer are needed , This Wabasso soil has very severe limitations for cultivated crops because of wetness and the sandy texture in the root zone , However, if a water control system is installed and soil improving measures are used , this a soil has fair suitability for many vegetable crops . A water control system is needed to remove excess water in wet seasons and to provide for subsurface irrigation in dry seasons . Soil improving crops and crop residue should be used to protect the soil from erosion and maintain organic matter. Seedbed preparation should include bedding of rows , Fertilizer and lime should be applied according to the need of the crop , This soil has good suitability for pasture . Pangolagrass , improved bahiagrass , and white clover grow well if properly managed , Water control measures are needed to remove the excess surface water after heavy IF rains . Regular applications of lime and fertilizers are needed , Overgrazing should be prevented . The potential productivity of this soil for pine trees is moderately high , Equipment limitations , seedling mortality , and plant competition are the main concerns in management. South Florida slash pine is the preferred tree to plant, IF This soil is moderately suited to desirable range plant productions , The dominant forage is creeping bluestem , lopsided indiangrass , pineland threeawn , and chalky bluestem . Management practices should include deferred grazing and brush control . Wabasso soil is in the South Florida Flatwoods range site , This soil has severe limitations fordwellings without basements , small commercial buildings , local roads and streets , and sewage lagoons . Water control measures are needed to overcome excessive wetness , Septic tank absorption fields may need to be enlarged because of slow permeability, Sealing or lining of sewage lagoons can reduce excessive seepage , This soil has severe limitations for septic tank absorption fields , recreational uses , trench sanitary landfills , and shallow excavations , Water control measures generally are needed to overcome excessive wetness , The sandy surface layer should be stabilized for recreational uses , Sealing or lining of trench sanitary landfills with impervious soil material can reduce excessive seepage . Sidewalls of shallow excavations should be shored . This Wabasso soil is in capability subclass Illw. 77q ' 11 1 ILL Ne I ILL LIN, II Q LIN LIN 11 I INN I IN, LIN IN I Ir 1 . . ?E r y 'tills -f }.-� gS i " ,__ ;i r r vc .,s; VAN V ;�*a � ✓„ ., :.ry ateIN , a%Q i"fi ?r; .f, Yi ,✓ s"` � ILL, � €IN Lk IN ,�`,. . ,- IQ NI IQ - + , , , < . 14-Winder fine sand . This soil is nearly level and poorly drained . It is on low hammocks and in poorly defined drainageways . The mapped areas range from 10 to 35 acres , Slopes are smooth to concave and range from 0 to 2 percent , Typically , the surface layer is very dark gray fine sand about 7 inches thick. The subsurface layer is grayish brown fine sand to a depth of about 17 inches . The subsoil extends to a depth of 65 inches . The upper 6 inches of the subsoil is grayish brown sandy loam that has yellowish brown mottles and grayish brown loamy sand intrusions , The next 11 inches is gray sandy loam that has yellowish brown and yellow mottles , the next 14 inches is gray sandy loam that has yellowish brown and light olive brown mottles , and the lower 17 inches is gray sandy loam that has light olive brown mottles , The substratum to a depth of 80 inches or more is greenish gray loamy sand and shell fragments . Included with this soil in mapping are small areas of Chobee , Jupiter, Manatee , Pineda and Riviera soils . Also included are small areas of soils that are similar to Winder soil that have a dark surface layer more than 7 inches thick and have soils that have accumulations of calcium carbonate concretions I the subsurface layer and in the upper part of the subsoil . The included soils make up about 15 percent of the map unit , In most years , under natural conditions , the water table is within a depth of 0 to 10 inches of the surface for 2 to 4 months and between a depth of 10 to 40 inches for about 4 to 6 months or more , Only for short periods in dry seasons is the water table below a depth of 40 inches , The available water capacity is very low in the surface and subsurface layers . it is moderate in the subsoil and low in the substratum . Permeability is slow in the subsoil and rapid in the surface ans subsurface layers . Natural fertility is low , Most of the acreage of this soil has been cleared and planted to citrus , The natural vegetation consists of cabbage palm , laurel oak , and slash pine and an understory of waxmyrtle , blue maidencane , chalky bluestem , sand cordgrass , sawgrass , sedges , and other water-tolerant grasses and weeds . This Winder soil has severe limitations for cultivated crops . It has fair suitability for vegetable crops if a water control system is installed to remove excess water rapidly and provide for subsurface irrigation , Soil improving crops and crop residue should be used to protect the soil from erosion and maintain organic matter. Seedbed preparation should include bedding of rows . Fertilizer should be applied according to the need of the crop . Citrus trees are well suited to this soil if a water control system is installed to help maintain the water table at a depth of about 4 feet , Planting the trees on beds provides good surface drainage . A close-growing cover crop should be maintained between tree rows to protect the soil from blowing . Regular applications of fertilizer are needed . The suitability of this soil is good for pasture and hay crops , Pangolagrass , inproved bahiagrass , and clover grow well if properly managed . Management practices should include a water control system to remove excess surface water after heavy rains , regular applications of fertilizers , and controlled grazing . The potential productivity of this soil for pine trees is high . Slash pine is the best adapted specie to plant. Water control measures are necessary to remove excess surface water, Equipment limitations and seedling mortality are additional concerns in management . The soil is poorly suited to desirable range plant production , The vegetative community consists of cabbage palm , live oak , scattered sawpalmetto , grapevine , and wild coffee , Because of the dense canopy of palm trees , the site is a preferred shading and resting area for cattle , As a result , this range site generally is severly grazed . Management practices should include deferred grazing , brush control , and proper stocking . Winder soil is in the Cabbage Palm Hammocks range site . This soil has severe limitations for building site development, sanitary facilities , and recreational uses , Water control measures are needed to help overcome excessive wetness , This Winder soil is in capability subclass Illw . t , ' { d.Kc.v. a +-* ,'-w. 'r k� ` : k Civ f..,r } t: -�. 4 >;jv: � y .bP�`-`z' z ft„k' ' ;" 3 rt #.. < ..�.-y .F s�,, y ell by ye ell 36-13oca fine sand . This soil is nearly level and poorly drained . It is on the flatwoods , but most of the acreage is in citrus groves . The mapped areas range from 10 to 200 acres . Slopes are smooth and range from 0 to 2 percent . Typically , the surface layer is dark gray fine sand about 7 inches thick . The subsurface layer is fine sand to a depth of about 20 inches . The upper 7 inches of the subsurface layer is grayish brown , and the lower 6 inches is brown . The subsoil is yellowish brown fine sandy loam to a depth of 24 inches . Below that is a layer of fractured limestone . Included with this soil in mapping are small areas of Jupiter, Pineda , and Riviera soils . Also included are soils that are similar to Boca soil but have limestone at a depth of less than 20 inches . The included soils make up about 15 percent of the map unit. f In most years , under natural conditions , the water table is within a depth of 10 inches of the surface for 2 to 4 months . It recedes to a depth below the limestone for about 6 months . Permeability is rapid in the surface and subsurface layers and moderate in the subsoil . The available water capacity is low in the surface layer, very low in the subsurface layer, and medium in the subsoil . Natural fertility and the organic matter content are low . Natural vegetation consists of sawpalmetto , pineland , threeawn , indiangrass , bluestems , panicums , south Florida slash pine , and waxmyrtle . Many areas of this soil are in citrus groves . Under natural conditions , this Boca soil is not suitable for cultivated crops because of wetness and shallow depth to bedrock. However, if intensive management practices and soil improving measures are used and a good water control system is installed to remove excess water rapidly, this soil is fairly suited to many vegetable crops . A good water control system is needed to remove excess water in wet seasons and provide for subsurface irrigation . Soil improving crops and crop residue should be used to protect the soil from erosion and maintain organic matter. Other good management practices are seedbed preparation , including bedding of rows , and applying fertilizer according to the need of the crop . This soil has fair suitability for citrus only if a properly designed water control system is installed . A water control system to maintain good drainage to a depth of about 4 feet is needed . Planting the trees on beds re lowers the effective depth of the water table . A cover crop should be maintained between the tree rows to protect the soil from blowing in dry weather and washing away during heavy rain . Regular applications of fertilizer and lime are needed . Boca soil has fair suitability for improved pasture grasses . Bahiagrass , pangolagrass , and white clover grow well if properly managed . Water control measures are needed to remove excess surface water after heavy rains . Regular applications of fertilizer and lime are needed . Grazing should be controlled to prevent overgrazing and to maintain plant vigor. The potential productivity of this soil for pine trees is high . Water control is needed before the potential can be attained . Seedling mortality , equipment limitations , and plant competition are the main concerns in management. South Florida slash pine is the preferred tree to plant. This soil is moderately suited to desirable range plant production . The dominant forage is creeping bluestem , lopsided indiangrass , pineland threeawn , south Florida bluestem , and chalky bluestem . Boca soil is in the South Florida Flatwoods range site . This soil has severe limitations for building site development, sanitary facilities , and recreational uses . Water control measures are needed to overcome excessive wetness . Sealing or lining of sewage lagoons and trench landfills with impervious soil material can reduce excessive seepage . Mounding may be needed for septic tank absorption fields. The sandy surface layer should be stabilized for recreational uses . Because of the moderate depth to bedrock , excavation is difficult . The use of special equipment may be required . This Boca soil is in capability subclass Illw . g 4 v mON - Amt ` ` I' VAN � , �. � g Es .,'" ¢. 4: a+ ,. , 4sr,.�4. ate . x. a . t _, d AN APPENDIX II Subsurface Exploration Information «6,. el k 71 Iq Ve , .rr 3. '�Wi"3 M p . � -r ". ,.t. � s, , - -.T . . Subsurface Exploration Information Ardaman & Associates , Inc . Our borings describe subsurface conditions only at the locations drilled and at the time drilled . They provide no information about subsurface conditions below the bottom of the boreholes . At locations not explored , surface conditions that differ from those observed in the borings may exist and should be anticipated . The information reported on our boring logs is based on our drillers ' logs and on visual examination in our laboratory of disturbed soil samples recovered from the borings . The distinction shown on the logs between soil types is approximate only . The actual transition from one soil to another may be gradual and indistinct . The groundwater depth shown on our boring logs is the water level the driller observed in the borehole when it was drilled . These water levels may have been influenced by the drilling procedures , especially in borings made by rotary drilling with bentonitic drilling mud . An accurate determination of groundwater level requires long-term observation of suitable monitoring wells . Fluctuations in groundwater levels throughout the year should be anticipated . The absence of a groundwater level on certain logs indicates that no groundwater data is available . It does not mean that no groundwater will be encountered at that boring location . HAND AUGER BORINGS Hand auger borings are used , if soil conditions are favorable , when the soil strata are to be determined within a shallow (approximately 5 foot) depth , or when access is not available for our truck- mounted drilling equipment . A 3-inch diameter hand bucket auger with a cutting head is simultaneously turned and pressed into the ground . The bucket auger is retrieved at approximately & inch increments and its content emptied for inspection . Sometimes post-hole diggers are used , especially in the upper 3 feet or so . The soil samples obtained are described and representative samples put in jars or bags and transported to the laboratory for further classification and testing , if necessary . t 'fi; Yi'„a v. g n s � -ra . ?{ z r<° APPENDIX III Particle Size Analysis Results (ASTM D422 ) IF r IF IF 1 11 1 I IFF- LV pF' IF ` y IF ,v « ,.f;' ' ' r, k . ' sr s , r c _,�,;, �-'" e , iµ`"' 4 ^ . '� , .3 SFFF, Ardaman & Associates , Inc . 460 NW Concourse Place , Unit # 1 Port St . Lucie , FL 34986 Phone : (772 ) 878 0072 Fax : (772 ) 878 0097 PARTICLE SIZE ANALYSIS OF SOIL (ASTM D 422) Project Name : Oslo Road Improvement Project File Number : 11 -5420 Date Sampled : 5/02/ 11 Sample Location : HAB- 1 , 0 . 7 to 3 . 7 feet Date Tested : 7/01 / 11 Sample Description : Brown slightly clayey fine sand (A-24 ) with Tested By : WBC II shell fragments % % Cumulative % US Sieve Size Weight Retained (g ) Weight Retained Weight Retained Weight Passing 3/4 " 0 . 0 0 . 0 0 . 0 100 . 0 3/8" 10 . 6 1 . 8 1 . 8 98 . 2 N o .4 26 . 6 4 . 5 6 . 3 93 . 7 No . 10 57 . 5 9 . 7 16 . 0 84 . 0 No . 20 7205 12 . 2 28 . 2 71 . 8 No . 40 89 . 2 15 . 0 43 . 3 56 . 7 No . 60 127 .4 21 . 5 64 . 8 35 . 2 No . 100 89 . 0 15 . 0 79 . 8 2002 No . 140 60 .4 10 . 2 90 . 0 10 . 0 No . 200 20 . 5 3 . 5 93 .4 6 . 6 Total Sample (g ) 592 . 7 100 . 0 0 0 0 0 0 0 0 0 � o M M Z Z Z Z Z Z Z Z 100 90 80 r s rn 70 4, 60 `m LL 50 Y 40 L d a 30 20 10 0 10 . 000 1 . 000 0 . 100 0 . 010 Grain Size in Millimeters I NO At IN I INN, IN klft ,4' F%hIN N*FN .".$4IF 1XI r '{ " NN, `-a�Nr f w1% t ; 3 .� , 9 '- i+'a ±k5 "$ �" k . �' 2.. 4�..z , *x'Sl. rt,.+�.�} Ardaman & Associates , Inc . 460 NW Concourse Place , Unit # 1 Port St . Lucie , FL 34986 Phone : (772) 878 0072 Fax: (772) 878 0097 PARTICLE SIZE ANALYSIS OF SOIL (ASTM D 422 ) Project Name : Oslo Road Improvement Project File Number: 11 -5420 Date Sampled : 5/02/ 11 Sample Location : HAB-29 0 . 5 to 3 feet Date Tested : 6/28/ 11 Sample Description : Dark brown slightly clayey fine sand (A-2-4 ) Tested By : WBC II with trace shell fragments US Sieve Size Weight Retained (g ) % % Cumulative % Weight Retained Weight Retained Weight Passing 3/4" 0 . 0 0 . 0 0 . 0 100 . 0 3/8" 1 . 9 0 . 6 0 . 6 99 . 4 No .4 5 . 1 1 . 5 2 . 0 98 . 0 No . 10 7 . 6 2 . 2 4 . 3 95 . 7 No . 20 9 . 0 2 . 6 6 . 9 93 . 1 No . 40 30 . 4 8 . 9 15 . 8 84 . 2 No . 60 90 . 5 26 . 4 42 . 2 57 . 8 No . 100 91 . 1 26 . 6 68 . 7 31 . 3 IF FIN No . 140 58 . 7 17 . 1 85 . 9 14 . 1 No . 200 1999 5 . 8 91 . 7 8 . 3 Total Sample (g ) 342 . 8 100 . 0 0 0 0 0 0 0 0 0 9t o FF d N t0 N W O O O O O O O O c� cr) Z Z Z Z Z Z Z Z 100 90 IF IF 80 r s o) 70 60 IF L d LL 50 r v 40 L d a 30 IN 20 IN 10 IF0 10 . 000 1 . 000 0 . 100 0 . 010 Grain Size in Millimeters eel I' ll 4 1 Nee 41 � IN e eel IN I 1 , a , . T, . IN _ _KIi If I IN - . 1 41 .. Ardaman & Associates , Inc . 460 NW Concourse Place , Unit # 1 Port St . Lucie , FL 34986 Phone : (772 ) 878 0072 Fax : (772 ) 878 0097 PARTICLE SIZE ANALYSIS OF SOIL (ASTM D 422 ) Project Name : Oslo Road Improvement Project File Number : 11 -5420 Date Sampled : 5/02/ 11 Sample Location : HAB-5 , 0 . 5 to 2 . 0 feet Date Tested : 7/05/ 11 Sample Description : Brown clayey fine sand (A-2-6) Tested By : WBC II US Sieve Size Weight Retained (g ) % % Cumulative % Weight Retained Weight Retained Weight Passing 3/4" 0 . 0 0 . 0 0 . 0 100 . 0 3/8" 0 . 0 0 . 0 0 . 0 100 . 0 NoA 0 . 0 0 . 0 0 . 0 100 . 0 No . 10 0 . 2 0 . 0 0 . 0 100 . 0 No . 20 0 . 7 0 . 1 0 . 2 99 . 8 No . 40 33 . 5 6 . 1 6 . 2 93 . 8 No , 60 154 . 0 28 . 0 34 . 2 65 . 8 No . 100 169 . 9 30 . 8 65 . 1 34 . 9 No . 140 79 . 4 14 .4 79 . 5 2005 No . 200 29 . 5 5 . 4 84 . 8 15 . 2 Total Sample (g ) 550 . 8 100 . 0 N NT N N V co co ) Z Z Z Z Z Z Z Z 100 90 80 s 92) 70 60 ma T - TL d 50 w c v 40 L a 30 20 10 0 10 . 000 1 . 000 0 . 100 0 . 010 Grain Size in Millimeters IF le I IF 1 11 IF -IIIF FIFF IF IF- I'ArI �'� `' x� �` ,fi `� ;c-' '; *.�-e^ „ �;.;, x11 , c ; .� " '' .,r 7 c,+,,.yie cls. 's,b, , Ardaman & Associates , Inc . 460 NW Concourse Place , Unit # 1 Port St . Lucie , FL 34986 Phone : (772 ) 878 0072 Fax : (772 ) 878 0097 PARTICLE SIZE ANALYSIS OF SOIL (ASTM D 422 ) Project Name : Oslo Road Improvement Project File Number: 11 -5420 Date Sampled : 5/03/ 11 Sample Location : HAB-9 , 0 . 5 to 3 . 2 feet Date Tested : 7/05/ 11 Sample Description : Brown clayey fine sand (A-2-6 ) Tested By : WBC II US Sieve Size Weight Retained (g ) % % Cumulative % Weight Retained Weight Retained Weight Passing 3/4" 0 . 0 0 . 0 0 . 0 100 . 0 3/8" 0 . 0 0 . 0 0 . 0 100 . 0 No .4 0 . 0 0 . 0 0 . 0 100 . 0 No . 10 0 . 0 0 . 0 0 . 0 100 . 0 No . 20 0 . 5 0 . 1 0 . 1 99 . 9 No . 40 28 .4 6 . 2 6 . 3 93 . 7 No . 60 130 . 1 28 . 3 34 . 6 65 .4 LIFI No . 100 147 . 2 3200 66 . 6 33 . 4 No . 140 60 . 9 13 . 2 79 . 9 20 . 1 No . 200 24 . 2 5 . 3 85 . 1 14 . 9 Total Sample (g ) 459 . 7 100 . 0 N d ((D N V 00 Z Z Z Z Z Z Z Z 100IT IT T 90 80 Lm 70 a) 60 Lnm 50 LLc 40 m a 30 20 10 0 10 . 000 1 . 000 0 . 100 0 . 010 Grain Size in Millimeters e, 111117�7I ? 777777777 IF NI III I FL I IF IF 27 �rell e Ardaman & Associates , Inc . 460 NW Concourse Place , Unit # 1 Port St , Lucie , FL 34986 Phone : (772) 878 0072 Fax: (772 ) 878 0097 ell PARTICLE SIZE ANALYSIS OF SOIL (ASTM D 422 ) Project Name : Oslo Road Improvement Project File Number : 11 ,,5420 Date Sampled : 5/03/ 11 Sample Location : HAB- 14 , 2 . 5 to 5 feet Date Tested : 7/05/ 11 Sample Description : Gray clayey fine sand (A-2-6 ) Tested By : WBC II US Sieve Size Weight Retained (g ) % % Cumulative % Weight Retained Weight Retained Weight Passing 3/4 " 0 . 0 0 . 0 0 . 0 100 . 0 3/8" 0 . 0 0 . 0 0 . 0 100 . 0 No .4 0 . 0 0 . 0 0 . 0 100 . 0 No . 10 0 . 0 0 . 0 0 . 0 100 . 0 No . 20 0 . 3 0 . 1 0 . 1 99 . 9 No . 40 19 .4 5 . 0 5 . 1 94 . 9 No . 60 100 . 3 26 . 1 31 . 2 68 . 8 No . 100 106 . 1 27 . 6 58 . 8 41 . 2 FEMME No . 140 53 . 0 13 . 8 72 . 6 27 .4 No . 200 21 . 9 5 . 7 78 . 3 21 . 7 Total Sample (g ) 384 . 6 100 . 0 V N V CSO N Nil co c+� M Z Z Z Z Z Z Z Z 100IF 90 80 Inc 70 60 L d LL 50 c 40 L a 30 20 10 0 10 . 000 1 . 000 0 . 100 0 . 010 Grain Size in Millimeters I M11 lie lle ev el . - F :v A elie lie l, a11 I'll ell lle? Ill% Ardaman & Associates , Inc . 460 NW Concourse Place , Unit # 1 Port St . Lucie , FL 34986 Phone : ( 772 ) 878 0072 Fax: (772 ) 878 0097 PARTICLE SIZE ANALYSIS OF SOIL (ASTM D 422 ) Project Name : Oslo Road Improvement Project Ll File Number: 11 -5420 Date Sampled : 5/04/ 11 Sample Location : HAB- 19 , 0 .5 to 2 . 8 feetell Date Tested : 7/05/ 11 Sample Description : Light brown clayey fine sand (A-2-6 ) Tested By : WBC II US Sieve Size Weight Retained (g ) % % Cumulative % Weight Retained Weight Retained Weight Passing 51 �eq3/4" 0 . 0 0 . 0 0 . 0 100 . 0 3/8" 0 . 0 0 . 0 0 . 0 100 . 0 No .4 0 . 9 0 . 3 0 . 3 99 . 7 No . 10 3 . 5 1 . 0 1 . 2 98 . 8 No . 20 3 . 3 0 . 9 2 . 2 97 . 8 No . 40 24 . 6 6 . 9 9 . 1 90 . 9 No . 60 139 . 6 39 . 3 48 . 4 51 . 6 No . 100 98 . 0 27 . 6 76 . 0 24 . 0 No . 140 2003 5 . 7 81 . 7 18 . 3 No . 200 9 . 1 2 . 6 84 . 3 15 . 7 Total Sample (g ) 355 . 2 100 . 0 V N 94' ((O N co O O O O O O O O M M Z Z Z Z Z Z Z Z 100 90 80 w 20 70 > 60 LMd 50 LLY 40 m a 30 20 10 0 10 . 000 1 . 000 0 . 100 0 . 010 Grain Size in Millimeters If LINN NfN IN 701 777 IN 4 :N If If I INN AAA IN 41 N 11 =`i ' i � :,�" , a % . ' '; 1 11±. Ria: r s Ardaman & Associates , Inc . 460 NW Concourse Place , Unit # 1 Port St. Lucie , FL 34986 Phone : (772 ) 878 0072 Fax: (772 ) 878 0097 PARTICLE SIZE ANALYSIS OF SOIL (ASTM D 422 ) Project Name : Oslo Road Improvement Project File Number: 11 -5420 Date Sampled : 5/05/ 11 Sample Location : HAB-21 , 2 . 9 to 5 feet Date Tested : 7/01 / 11 Sample Description : Brown slightly clayey fine sand (A-2-4 ) with p p shell fragments Tested By : WBC II IIIIIIIIIIN US Sieve Size Weight Retained (g ) % % Cumulative % Weight Retained Weight Retained Weight Passing 3/4" 0 . 0 0 . 0 0 . 0 100 . 0 3/8" 34 . 2 6 . 3 6 . 3 93 . 7 No . 4 1964 3 . 6 9 . 8 90 . 2 No . 10 20 .4 3 . 7 13 . 6 86 .4 No . 20 18 . 9 3 . 5 17 . 0 83 . 0 No . 40 33 .4 6 . 1 23 . 1 76 . 9 No . 60 175 . 1 32 . 1 55 . 2 44 . 8 No . 100 136 . 8 25 . 1 80 . 3 19 . 7 No . 140 42 .4 7 . 8 88 . 1 11 . 9 No . 200 15 . 3 2 . 8 90 . 9 9 . 1 Total Sample (g ) 545 . 8 100 . 0 N V CSD 91 N O O O O O O O O ce) m Z Z Z Z Z Z Z Z 100 90 80 t 69 70 60 L d 50 c L 40 m a 30 20 10 0 [ -M 10 . 000 1 . 000 0 . 100 0 . 010 Grain Size in Millimeters 14 1 Ir e l z S °macillk . . *7 l �, , l 1111 u 4 Ik Ardaman & Associates , Inc . 460 NW Concourse Place , Unit # 1 Port St . Lucie , FL 34986 Phone : (772 ) 878 0072 Fax: (772 ) 878 0097 PARTICLE SIZE ANALYSIS OF SOIL (ASTM D 422 ) Project Name : Oslo Road Improvement Project File Number: 11 -5420 Date Sampled : 5/05/ 11 Sample Location : HAB-22 , 3 . 2 to 5 .4 feet Date Tested : 6/28/ 11 Sample Description : Gray clayey fine sand (A-2-6 ) Tested By : WBC II US Sieve Size Weight Retained (g ) % % Cumulative % Weight Retained Weight Retained Weight Passing 3/4 " 0 . 0 0 . 0 0 . 0 100 . 0 3/8 " 0 . 0 0 . 0 0 . 0 100 . 0 No .4 0 . 0 0 . 0 0 . 0 100 . 0 No . 10 0 . 2 0 . 0 0 . 0 100 . 0 No . 20 0 . 5 0 . 1 0 . 2 99 . 8 No . 40 26 . 5 6 . 1 6 . 3 93 . 7 No . 60 148 .4 34 . 2 40 . 5 59 . 5 No . 100 112 . 1 25 . 9 66 . 4 33 . 6 No . 140 41 . 2 9 . 5 75 . 9 24 . 1 No . 200 14 . 7 3 . 4 79 . 3 2007 Total Sample (g ) 433 . 3 100 . 0 0 0 0 Co 0 o 0 o v o 04 zt r> c+) Z Z Z Z Z Z Z Z 100 90 80 r 69 t 70 60 L d LL 50 c L 40 m a 30 20 10 0 10 . 000 1 . 000 0 . 100 0 . 010 Grain Size in Millimeters 14 ell - I 41 elI Ardaman & Associates , Inc . 460 NW Concourse Place , Unit # 1 Port St. Lucie , FL 34986 Phone : ( 772 ) 878 0072 Fax: (772) 878 0097 PARTICLE SIZE ANALYSIS OF SOIL (ASTM D 422) Project Name : Oslo Road Improvement Project File Number: 11 -5420 Date Sampled : 5/05/ 11 Sample Location : HAB-231 1 . 8 to 6 feet Date Tested : 6/28/ 11 Very dark gray organic very clayey fine Sample Description . sand (A-8 ) Tested By : WBC II US Sieve Size Weight Retained (g ) % % Cumulative % Weight Retained Weight Retained Weight Passing 3/4" 0 . 0 0 . 0 0 . 0 100 . 0 3/8" 0 . 0 0 . 0 0 . 0 100 . 0 NoA 0 . 0 0 . 0 0 . 0 100 . 0 No , 10 0 . 2 0 . 1 0 . 1 99 . 9 No . 20 1 . 1 0 . 3 0 . 3 99 . 7 No . 40 20 . 3 5 . 4 5 . 8 94 . 2 No . 60 111 . 8 30 . 0 35 . 8 64 . 2 No . 100 72 . 3 19 . 4 55 . 2 44 . 8 No . 140 21 .4 5 . 7 61 . 0 39 . 0 No . 200 7 .4 2 . 0 62 . 9 37 . 1 Total Sample (g ) 1 372 . 6 1 100 . 0 0 0 0 0 0 00m o v o 00 CY) ch Z Z Z Z Z Z Z Z Z 100 90 80 Ma 50 70 60 L d 50 r c v 40 L d am 30 20 10 0 10 . 000 1 . 000 0 . 100 0 . 010 Grain Size in Millimeters le I lee el" Ardaman & Associates , Inc . 460 NW Concourse Place , Unit # 1 Port St. Lucie , FL 34986 Phone : (772 ) 878 0072 Fax: (772 ) 878 0097 PARTICLE SIZE ANALYSIS OF SOIL (ASTM D 422 ) x ; Project Name : Oslo Road Improvement Project File Number: 11 -5420 Date Sampled : 5/05/ 11 Sample Location : HAB-23 , 6 to 7 feet Date Tested : 6/28/ 11 Sample Description : Dark gray clayey fine sand (A-2-6 ) Tested By : WBC II US Sieve Size Weight Retained (g ) % % Cumulative Weight Retained Weight Retained Weight Passing 3/4 " 0 . 0 0 . 0 0 . 0 100 . 0 3/8" 0 . 0 0 . 0 0 . 0 100 . 0 No A 0 . 3 0 . 1 0 . 1 99 . 9 No . 10 2 . 0 0 .4 0 . 4 99 . 6 No . 20 3 . 3 0 . 6 1 . 0 99 . 0 No . 40 41 . 0 7 . 5 8 . 5 91 . 5 No . 60 216 . 4 39 . 7 48 . 2 51 . 8 No . 100 131 . 1 24 . 0 72 . 2 27 . 8 No . 140 38 . 1 7 . 0 79 . 2 20 . 8 No . 200 10 . 6 1 . 9 81 . 2 18 . 8 Total Sample (g ) 545 . 5 100 . 0 0 0 0 0 0 Nt 0 0 V � CD N N N V OD co c*) Z Z Z Z Z Z Z Z 100 90 80 r mc 2) 70 'm M 60 L d 50 umr c 40 L a 30 20 10 0 10 . 000 1 . 000 0 . 100 0 . 010 Grain Size in Millimeters i, Ardaman & Associates , Inc . 460 NW Concourse Place , Unit # 1 Port St . Lucie , FL 34986 Phone : (772 ) 878 0072 Fax: (772 ) 878 0097 PARTICLE SIZE ANALYSIS OF SOIL (ASTM D 422 ) Project Name : Oslo Road Improvement Project File Number: 11 -5420 Date Sampled : 5/05/ 11 Sample Location : HAB-24 , 0 . 5 to 2 . 5 feet Date Tested : 6/24/ 11 Sample Description : Dark gray clayey fine sand (A-2-6 ) Tested By : WBC II US Sieve Size Weight Retained (g ) % % Cumulative Weight Retained Weight Retained Weight Passing 3/4 " 0 . 0 0 . 0 0 . 0 100 . 0 3/8 " 0 . 0 0 . 0 0 . 0 100 . 0 No . 4 0 . 1 0 . 0 0 . 0 100 . 0 No , 10 0 . 9 0 . 2 0 . 2 99 . 8 No . 20 2 . 3 0 . 5 0 . 8 99 . 2 No . 40 30 . 8 7 . 1 7 . 9 9201 No . 60 147 . 0 33 . 8 41 . 7 58 . 3 No , 100 107 . 7 24 . 8 66 . 5 33 . 5 No . 140 41 . 1 9 . 5 76 . 0 24 . 0 No , 200 16 . 9 3 . 9 79 . 9 20 . 1 Total Sample (g ) 434 .3 100 . 0 0 0 0 0 0 0 0 N V CO r N W co co Z Z Z Z Z Z Z Z 100 90 80 t 02) 70 � 60 mLM 50 LLc v 40 L d a 30 1 1+ 20 10 0 10 . 000 1 . 000 0 . 100 0 . 010 Grain Size in Millimeters :*x, s' F5) fi -ttw { .'- ""u n,M. At*t? : a: , f ,r in , 41, t < Ink InIn s `1 , y h In 17777777 In In ' Ardaman & Associates , Inc . 460 NW Concourse Place , Unit # 1 In I'll J' Port St . Lucie , FL 34986 lk` I 'llPhone : (772 ) 878 0072 Fax: (772 ) 878 0097 PARTICLE SIZE ANALYSIS OF SOIL 1v I niv In (ASTM D 422 ) Project Name : Oslo Road Improvement Project File Number: 11 -5420 Date Sampled : 5/09/ 11 Sample Location : HAB-25, 0 . 5 to 1 . 8 feet Date Tested : 6/28/ 11 Sample Description : Light gray fine sand (A-3 ) Tested By : WBC II Ilk US Sieve Size Weight Retained (g ) % % Cumulative Weight Retained Weight Retained Weight Passing lk In 3/4 " 0 . 0 0 . 0 0 . 0 100 . 0 3/8" 0 . 0 0 . 0 0 . 0 100 . 0 ,III In I No .4 1 . 6 0 . 3 0 . 3 99 . 7 No . 10 1 . 6 0 . 3 0 . 5 99 . 5 In- No . 20 2 . 8 0 . 5 1 . 0 99 . 0 No . 40 44 .4 7 . 6 8 . 6 91 .4 No . 60 228 . 0 39 . 0 47 . 6 52 . 4 No . 100 199 . 4 34 . 1 81 . 7 18 . 3 Inn No . 140 69 . 9 1200 93 . 6 6 .4 In No . 200 19 . 9 3 . 4 97 . 0 3 . 0 Total Sample (g ) 584 . 9 100 . 0 CO N V (p O V O In r N V co n % eo> c+� Z Z Z Z Z Z Z Z I I , In100 In 90 80 InkIn t 62) 70 60 L d 50 LLc 40 d LL a 30 In 20 10 0 10 . 000 1 . 000 0 . 100 0 . 010 Grain Size in Millimeters In In yv "`i' S § v r r t { t5, �: t s s 50-, r "� ^ fi r In I IV Ardaman & Associates , Inc . 460 NW Concourse Place , Unit # 1 Port St . Lucie , FL 34986 Phone : ( 772 ) 878 0072 Fax: (772 ) 878 0097 PARTICLE SIZE ANALYSIS OF SOIL (ASTM D 422 ) Project Name : Oslo Road Improvement Project File Number: 11 -5420 Date Sampled : 5/09/ 11 Sample Location : HAB-28 , 2 . 8 to 5 feet Date Tested : 6/28/ 11 Sample Description : Very dark gray clayey fine sand (A-2-6 ) Tested By : WBC II US Sieve Size Weight Retained (g ) % % Cumulative Weight Retained Weight Retained Weight Passing 3/4 " 0 . 0 0 . 0 0 . 0 100 . 0 3/8" 0 . 0 0 . 0 0 . 0 100 . 0 No A 0 . 3 0 . 1 0 . 1 99 . 9 No . 10 1 . 1 0 . 2 0 . 3 99 . 7 No . 20 1 . 0 0 . 2 0 . 5 99 . 5 No . 40 24 . 8 5 . 3 5 . 9 94 . 1 No . 60 147 . 5 31 . 7 37 . 6 62 . 4 No . 100 128 .9 27 . 7 65 . 3 34 . 7 No . 140 60 . 1 12 . 9 78 . 3 21 . 7 No , 200 26 . 2 5 . 6 83 . 9 16 . 1 41 Total Sample (g ) 464 . 6 100 . 0 0 0 0 N Nt CD r N V co cr) M Z Z Z Z Z Z Z Z 100 90 80 r MC 02) 70 � E 60 L LL 50 c t L 40 m a 30 20 10 0 It I L J I I T � 0 10 . 000 1 . 000 0 , 100 0 . 010 Grain Size in Millimeters s a 7, IV *VJ IV is 4z x x r IIV V, wIV 11 1 VAN, titk Y"�` „ k A' INN Iu' " ,£ r {' ,: y-"d'ar . A'iIz,,:.N ' 1 s ,', c i. d ,u +� r . s ,+ �. 'n F ?? xIV A I IN A It, VAN, IV "` ax' '^`�, 'g '"'" ^x" ' � _ . ., �, w- `' . '' At a :a txi` - } 4 $= ' t Y , :; > t #� ,,<' j APPENDIX ` A ' IN A , III PERMITS VAN IN ■ ST . JOHNS RIVER WATER MANAGEMENT DISTRICT IN tl ■ INDIAN RIVER FARMS WATER CONTROL DISTRICT ■ U . S . ARMY CORPS OF ENGINEERS IV AV In Appendix A-Permits IV F :APublic Works\ENGINEERING DIVISION PROJECTS\0517-OSLO ROAD 43rd Ave to 58th Ave-Phase III \Admim\bid documents\APPENDIX A - Permits . doc IN r x611,NNAk N� IV IN { . . z � , {s * �,V4 1 t IV "I IV 1 7 s e NA, sIN, g _ ve ,, y, N_ c y z ;` z. ye 11 1 1 IL St .— Johns River ., Water Management District • Hans G . Tanzler III , Executive Director David W. Fisk, Assistant Executive Director ' 4049 Reid Street • P. O. Box 1429 • Palatka, FL 32178- 1429 • (386) 3294500 On the Internet at floridaswater.com . March 5 , 2012 Indian River County 1801 27th St Bldg A Vero Beach , FL 32960 SUBJECT: Permit Number 40- 061- 104191- 3 Oslo Road Phase III , Roadway Improvements (43rd Ave to 58th Ave) Dear Sir/Madam : Enclosed is your permit issued by the St . Johns River Water Management District on March 5 , 2012 . This permit is a legal document and should be kept with your other important documents . Permit issuance does not relieve you from the responsibility of obtaining any necessary permits from any federal , state , or local agencies for your project . Technical Staff Report : If you wish to review a copy of the Technical Staff Report (TSR) that provides the District' s staff analysis of your permit application , you may view the TSR by going to the Permitting section of the District' s website at floridaswater . com/permitting . Using the "search applications and permits" feature , you can use your permit number or project name to find information about the permit . When you see the results of your search , click on the permit number . Noticing Your Permit : For noticing instructions , please refer to the noticing materials in this package regarding closing the point of entry for someone to challenge the issuance of your permit. Please note that if a timely petition for administrative hearing is filed , your permit will become nonfinal and any activities that you choose to undertake pursuant to your permit will be at your own risk . Compliance with Permit Conditions .• To submit your required permit compliance information , go to the District' s website at floridaswater . com/permitting . Under the "Apply for a permit or submit compliance data" section , click to sign- in to your existing account or to create a new account. Select the " Compliance Submittal " tab , enter your permit number , and select " No Specific Date" for the Compliance Due Date Range . You will then be able to view all the compliance submittal requirements for your project . Select the compliance item that you are ready to submit and then attach the appropriate information or form . The forms to comply with your permit conditions are available at floridaswater. com/permitting under the section " Handbooks , forms , fees , final orders" . Click on forms to view all permit compliance forms , then scroll to the ERP application forms section and select the applicable compliance forms . Alternatively , if you have difficulty finding forms or need copies of the appropriate forms , please contact the Bureau of Regulatory Support at (386) 329-45704 i r GOVERNING BOARD Lad Daniels , CHAIRMAN John A. Miklos , VICE CHAIRMAN Douglas C . Bournique, SECRETARY Maryam H. Ghyabi , TREASURER - JACKSONVILLE ORLANDO VERO BEACH ORMOND BEACH Chuck Drake Richard G . Hamann George W. Robbins W. Leonard Wood ORLANDO GAINESVILLE JACKSONVILLE FERNANDINA BEACH leeJe a tt k � 4is " # -f& � s _ v � ' t f i ks a ' L , .✓ t ; "z ; t F, , F j Sz le I a , . . wx •s _ , , , , . . , . u , . . . ., �' ^ ,. �'� .. " a„� e .-. �.�: �.h. �' , , � .; . � , . � , ., , . � , _ . . . ,. _ � , _ , t . . . . . . . � �.. .�. . � . ._ ,�.„s`..'�?, �. �.�"x.. , s . rS ,m v e I h Ile f,`lam k '` yat *'C ,f fit . # Fy :, 3 g x fe I, fee e 10 fee If vlel 41 111 ." z, ,.��,. a8A .i a,. e:.. axr';.: .{ :, � i ,1',s a"z�,,`,> w _�'y :.. e.� s .zx " ..:..a zs+ ' . . �Y'N? _ . .�" ,. � ` a �Cve rI Transferring Your Permit : 11 As required by a condition of your permit , you must notify the District in writing within 30 days of Ile any sale , conveyance or other transfer of a permitted system or facility , or within 30 days of any el transfer of ownership or control of the real property where the permitted system or facility is located . You will need to provide the District with the information specified in District rule 40C- 1 . 612 , Florida Administrative Code ( name and address of the transferee and a copy of the instrument effectuating the transfer) . Please note that a permittee remains liable for any corrective actions that may be required as a result of any permit violations that occur before the sale , conveyance , or other transfer of the system or facility , so it is recommended that you request a permit transfer in advance . Thank you and please let us know if you have additional questions . For general questions contact e- permit@sjrwmd . com or (386) 3294570 . Sincerely , Ile je If Victor Castro , Division Director If elf Bureau of Regulatory Support St . Johns River Water Management District 4049 Reid Street Palatka , FL 32177 Enclosures : Permit with As- built Certification Form Notice of Rights 5 If List of Newspapers for Publication cc : District Permit File LL 41 14 Ile r- r ayta` '�- If ..rrrrrr � ST. JOHNS RIVER WATER MANAGEMENT DISTRICT Post Office Box 1429 Palatka, Florida 32178-1429 PERMIT N0. 40- 061- 104191- 3 DATE ISSUED : March 5 . 2012 PROJECT NAME : Oslo Road Phase III . Roadway Improvements (43rd Ave to 58th Ave) A PERMIT AUTHORIZING . Construction of a Surface Water Management System with stormwater treatment by Retention for Oslo Road Phase III , Roadway Improvements (43rd Ave to 58th Ave) , a 18 . 2 - acre project to be constructed as per plans received by the District on January 18 , 2012 , and as per figures 1-4 received by the District on February 14 , 2012 . LOCATION : Section (s) : 20 Township (s) : 33S Range (s) : 39E Indian River County ISSUED TO . ell 51 Indian River County 1801 27th St Bldg A Vero Beach , FL 32960 14 r Permittee agrees to hold and save the St. Johns River Water Management District and its successors harmless from any and all damages , claims , or liabilities which may arise from permit issuance . Said application , including all plans and specifications attached thereto , is by reference made a part hereof. This permit does not convey to permittee any property rights nor any rights or privileges other than those specified herein , nor relieve the permittee from complying with any law, regulation or requirement affecting the rights of other bodies or agencies . All structures and works installed by permittee hereunder shall remain the property of the permittee . This permit may be revoked , modified or transferred at any time pursuant to the appropriate provisions of Chapter 373 , Florida Statutes : PERMIT IS CONDITIONED UPON : See conditions on attached " Exhibit A" , dated March 5 , 2012 AUTHORIZED BY : St. Johns River Water Management District Division of Regulatory Services By : S� L - John Juilianna Service Center Director 1 5 r " ° z 77 7777, ` u : P In 11 . » b . - . . fee % r + .? t may« ?;,x. .' ..x, > , :x, .' a " . "�"t"" .,.d ` �` } v .E % ` < :, r et .x x . ' + x' .ys E `� ' x " r Fff ' k + Y' y 'tiK ... ds..., - s ' 14 If I-IIII . , . 4 V, `.� . 't111 ,. ee . . s v.. �.: ., 4� .�f +a.�f,gc.], k` . .. tl'3s"' m'�„ � I If `a . " EXHIBIT A " CONDITIONS FOR ISSUANCE OF PERMIT NUMBER 40= 061= 104191=3 Indian River County DATED MARCH 5, 2012 1 . All activities shall be implemented as set forth in the plans , specifications and performancelee criteria as approved by this permit. Any deviation from the permitted activity and the conditions for undertaking that activity shall constitute a violation of this permit. 2 . This permit or a copy thereof , complete with all conditions , attachments , exhibits , and modifications , shall be kept at the work site of the permitted activity. The complete permit shall be available for review at the work site upon request by District staff. The permittee shall require the contractor to review the complete permit prior to commencement of the activity authorized by this permit. 3 . Activities approved by this permit shall be conducted in a manner which do not cause violations of state water quality standards. 4. Prior to and during construction , the permittee shall implement and maintain all erosion and sediment control measures (best management practices) required to retain sediment on-site and to prevent violations of state water quality standards . All practices must be in accordance with the guidelines and specifications in chapter 6 of the Florida Land Development Manual : A Guide to Sound Land and Water Management ( Florida Department of Environmental Regulation 1988) , which are incorporated by reference , unless a project specific erosion and sediment control plan is approved as part of the permit , in which case the practices must be in accordance with the plan . If site specific conditions require additional measures during any phase of construction or operation to prevent erosion or control sediment , beyond those specified in the erosion and sediment control plan , the permittee shall implement additional best management practices as necessary , in accordance with the specifications in chapter 6 of the Florida Land Development Manual : A Guide to Sound Land and Water Management ( Florida Department of Environmental Regulation 1988) . The permittee shall correct any erosion or shoaling that causes adverse impacts to the water resources . 5 . Stabilization measures shall be initiated for erosion and sediment control on disturbed areas as soon as practicable in portions of the site where construction activities have temporarily or permanently ceased , but in no case more than 7 days after the construction activity in that portion of the site has temporarily or permanently ceased . 6 . At least 48 hours prior to commencement of activity authorized by this permit , the permittee shall submit to the District a Construction Commencement Notice Form No . 40 &4. 900 (3) indicating the actual start date and the expected completion date . 7 . When the duration of construction will exceed one year , the permittee shall submit construction status reports to the District on an annual basis utilizing an Annual Status Report Form No . 40C4. 900 (4) . These forms shall be submitted during June of each year . 8 . For those systems which will be operated or maintained by an entity which will require an easement or deed restriction in order to provide that entity with the authority necessary to operate or maintain the system , such easement or deed restriction , together with any other final operation or maintenance documents as are required by subsections 7 . 1 . 1 through 7 . 1 . 4 of the Applicant' s Handbook : Management and Storage of Surface Waters , must be 41 submitted to the District for approval . Documents meeting the requirements set forth in 11 these subsections of the Applicant's Handbook will be approved . Deed restrictions , easements and other operation and maintenance documents which require recordation either with the Secretary of State or the Clerk of the Circuit Court must be so recorded If ff , elle" 'III lev x' x r _ S r ; 3 g tN.NfIN6 t F a' IN fIfF1 ,a .rsv �^". ' ` ' ,� �'� � ^ t s a` ,. a ._ r ; :r , . IN t � prior to lot or unit sales within the project served by the system , or upon completion of construction of the system , whichever occurs first. For those systems which are proposed to be maintained by county or municipal entities , final operation and maintenance documents must be received by the District when maintenance and operation of the system is accepted by the local governmental entity. Failure to submit the appropriate final documents referenced in this paragraph will result in the permittee remaining liable for carrying out maintenance and operation of the permitted system . 9 . Each phase or independent portion of the permitted system must be completed in accordance with the permitted plans and permit conditions prior to the initiation of the permitted use of site infrastructure located within the area served by the portion or phase of the system . Each phase or independent portion of the system must be completed in accordance with the permitted plans and permit conditions prior to transfer of responsibility I IF for operation and maintenance of that phase or portion of the system to local government or other responsible entity. 10 . Within 30 days after completion of construction of the permitted system , or independent portion of the system , the permittee shall submit a written statement of completion and certification by a registered professional engineer or other appropriate individual as authorized by law , utilizing As Built Certification Form 40C- 1 . 181 ( 13) or 40C- 1 . 181 ( 14) supplied with this permit. When the completed system differs substantially from the permitted plans , any substantial deviations shall be noted and explained and two copies of as- built drawings submitted to the District . Submittal of the completed form shall serve to notify the District that the system is ready for inspection . The statement of completion and certification shall be based on on-site observation of construction (conducted by the registered professional engineer , or other appropriate individual as authorized by law, or under his or her direct supervision) or review of as- built drawings for the purpose of determining if the work was completed in compliance with approved plans and specifications . As- built drawings shall be the permitted drawings revised to reflect any changes made during construction . Both the original and any revised specifications must be clearly shown . The plans must be clearly labeled as "as-built" or " record " drawing . All surveyed dimensions and elevations shall be certified by a registered surveyor . The following information , at a minimum , shall be verified on the as- built drawings : 1 . Dimensions and elevations of all discharge structures including all weirs , slots , IF gates , pumps , pipes , and oil and grease skimmers ; 2 . Locations , dimensions , and elevations of all filter , exfiltration , or underdrain systems including cleanouts , pipes , connections to control structures , and points IF I of discharge to the receiving waters ; 3 . Dimensions , elevations , contours , or cross-sections of all treatment storage areas IF I sufficient to determine state -storage relationships of the storage area and the permanent pool depth and volume below the control elevation for normally wet systems , when appropriate ; 4. Dimensions , elevations , contours , final grades , or cross-sections of the system to IF determine flow directions and conveyance of runoff to the treatment system ; 5 . Dimensions , elevations , contours , final grades , or cross-sections of all conveyance systems utilized to convey off-site runoff around the system ; 6 . Existing water elevation (s) and the date determined ; and Elevation and location of benchmark(s) for the survey. 11 . The operation phase of this permit shall not become effective until the permittee has submitted the appropriate As- Built Certification Form , the District determines the system to IF be in compliance with the permitted plans , and the entity approved by the District in accordance with subsections 7 . 1 . 1 through 7 . 1 . 4 of the Applicant's Handbook : Management and Storage of Surface Waters , accepts responsibility for operation and IF maintenance of the system . The permit may not be transferred to such an approved If IF IN 6 3FIN xIF I IN I If IN If IF fNF`V1 IF .. y .s, n . . ,.. . , t ... NIV . ,. 4 „e trr _ a . , h . � . _ _. <. ,x . . . . .� . ,, r .. n . 4 , operation and maintenance entity until the operation phase of the permit becomes effective . Following inspection and approval of the permitted system by the District , the permittee shall request transfer of the permit to the responsible approved operation and maintenance entity , if different from the permittee . Until the permit is transferred pursuant to section 7 . 1 of the Applicant' s Handbook : Management and Storage of Surface Waters , the permittee shall be liable for compliance with the terms of the permit . 12 . Should any other regulatory agency require changes to the permitted system , the permittee shall provide written notification to the District of the changes prior implementation so that a determination can be made whether a permit modification is required , 13 , This permit does not eliminate the necessity to obtain any required federal , state , local and special district authorizations prior to the start of any activity approved by this permit. This permit does not convey to the permittee or create in the permittee any property right , or any interest in real property , nor does it authorize any entrance upon or activities on property which is not owned or controlled by the permittee , or convey any rights or privileges other than those specified in the permit and chapter 40 &4 or chapter 40 &40 , F . A . C . 14 . The permittee shall hold and save the District harmless from any and all damages , claims , or liabilities which may arise by reason of the activities authorized by the permit or any use of the permitted system . 15 , Any delineation of the extent of a wetland or other surface water submitted as part of the permit application , including plans or other supporting documentation , shall not be considered specifically approved unless a specific condition of this permit or a formal determination under rule 40 & 1 . 1006 , F . A . C . , provides otherwise . 16 . The permittee shall notify the District in writing within 30 days of any sale , conveyance , or other transfer of ownership or control of the permitted system or the real property at which the permitted system is located . All transfers of ownership or transfers of a permit are subject to the requirements of rule 40& 1 . 612 , F . A. C . The permittee transferring the permit shall remain liable for any corrective actions that may be required as a result of any permit violations prior to such sale , conveyance or other transfer , 17 . Upon reasonable notice to the permittee , District authorized staff with proper identification shall have permission to enter , inspect , sample and test the system to insure conformity with the plans and specifications approved by the permit, 18 . The permittee shall immediately notify the District in writing of any previously submitted information that is later discovered to be inaccurate , 19 . This permit for construction will expire five years from the date of issuance . 20 . At a minimum , all retention and detention storage areas must be excavated to rough grade kP prior to building construction or placement of impervious surface within the area to be served by those facilities . To prevent reduction in storage volume and percolation rates , all accumulated sediment must be removed from the storage area prior to final grading and stabilization , 21 . All wetland areas or water bodies that are outside the specific limits of construction authorized by this permit must be protected from erosion , siltation , scouring or excess turbidity , and dewatering , 71 S I ry w - s L n r i k y 4 fi F if 22 . Prior to construction , the permittee must clearly designate the limits of construction on -site . The permittee must advise the contractor that any work outside the limits of construction , including clearing , may be a violation of this permit . 23 . The operation and maintenance entity shall inspect the stormwater or surface water management system once within two years after the completion of construction and every two years thereafter to determine if the system is functioning as designed and permitted . The operation and maintenance entity must maintain a record of each required inspectionIf If , including the date of the inspection , the name , address , and telephone number of the inspector , and whether the system was functioning as designed and permitted , and make such record available for inspection upon request by the District during normal business hours . If at any time the system is not functioning as designed and permitted , then within 14 days the entity shall submit an Exceptions Report to the District , on form number 40C- 42 . 900 (6) , Exceptions Report for Stormwater Management Systems Out of Compliance . 24. The proposed surface water management system shall be constructed and operated in accordance with the plans received by the District on January 18 , 2012 , and as per figures 1-4 received by the District on February 14 , 2012 . 25 . if historical or archaeological artifacts are discovered at any time on the project site , the If Permittee shall cease all activities in the immediate vicinity of such discoveries and shall immediately notify the District and the Florida Department of State , Division of Historical Resources , Review and Compliance Section at (850) 245- 6333 or (800) 847- 7278 . If If If rk 7 77777' 7777 7777777` 777777777 8 Notice Of Rights 1 . A person whose substantial interests are or may be affected has the right to request an administrative hearing by filing a written petition with the St. Johns River Water Management District ( District) . Pursuant to Chapter 28- 106 and Rule 40C- 1 . 1007 , Florida Administrative Code , the petition must be filed (received) either by delivery at the office of the District Clerk at District Headquarters , P . O . Box 1429 , Palatka Florida 32178 - 1429 (4049 Reid St. , Palatka, FL 32177) or by e -mail with the District Clerk at ClerkC@sjrwmd . com , within twenty-six (26) days of the District depositing the notice of District decision in the mail (for those persons to whom the District mails actual notice) , within twenty-one (21) days of the District emailing the notice of District decision (for those persons to whom the District emails actual notice) , or within twenty- one (21) days of newspaper publication of the notice of District decision (for those persons to whom the District does not mail or email actual notice) . A petition must comply with Sections 120 . 54(5) ( b) 4. and 120 . 569 (2) (c) , Florida Statutes , and Chapter 28406 , Florida Administrative Code . The District will not accept a petition sent by facsimile (fax) , as explained in paragraph no . 4 below. 2 . Please be advised that if you wish to dispute this District decision , mediation may be available and that choosing mediation does not affect your right to an administrative hearing . If you wish to request mediation , you must do so in a timely-filed petition . If all parties , including the District , agree to the details of the mediation procedure , in writing , within 10 days after the time period stated in the announcement for election of an administrative remedy under Sections 120 , 569 and 120 . 57 , Florida Statutes , the time limitations imposed by Sections 120 . 569 and 120 . 57 , Florida Statutes , shall be tolled to allow mediation of the disputed District decision . The mediation must be concluded within 60 days of the date of the parties ' written agreement , or such other timeframe agreed to by the parties in writing . Any mediation agreement must include provisions for selecting a mediator , a statement that each party shall be responsible for paying its pro- rata share of the costs and fees associated with mediation , and the mediating parties ' understanding regarding the confidentiality of discussions and documents introduced during mediation . If mediation results in settlement of the administrative dispute , the District will enter a final order consistent with the settlement agreement. If mediation terminates without settlement of the dispute , the District will notify all the parties in writing that the administrative hearing process under Sections 120 . 569 and 120 . 5 Florida Statutes , is resumed . Even if a party chooses not to engage in formal mediation , or if formal mediation does not result in a settlement agreement , the District will remain willing to engage in informal settlement discussions . 3 . A person whose substantial interests are or may be affected has the right to an informal administrative hearing pursuant to Sections 120 . 569 and 120 . 57 (2) , Florida Statutes , where no material facts are in dispute . A petition for an informal hearing must also comply with the requirements set forth in Rule 28- 106 . 301 , Florida Administrative Code , 4 . A petition for an administrative hearing is deemed filed upon receipt of the complete petition by the District Clerk at the District Headquarters in Palatka , Florida during the District's regular business hours . The District' s regular business hours are 8 : 00 a. m . — 5 : 00 p . m . , excluding weekends and District holidays . Petitions received by the District Clerk after the District' s regular business hours shall be deemed filed as of 8 : 00 a. m . on the District's next regular business day. The District' s acceptance of petitions filed by e - mail is subject to certain conditions set forth in the District's Statement of Agency Organization and Operation (issued pursuant to Rule 28- 101 . 001 , Florida Administrative Code) , which is available for viewing at floridaswater . com . These conditions include , but are not limited to , the petition being in the form of a PDF or TIFF file and being capable of Al 77N '. 'tuft � ✓ _ I dtu ,�:- . . ,`; . , .= Z�'-si ,, , �#. 7 '�,r,: s �;1 ,. . � - �",v�� ��;,�w�T t+ „�'r r�.s s'3'�, , "� ` *�mxfi,kY'�,,�`rt�>�,�,.�.�.,�. " �'r �v✓ '� �f , ,F>�- ��,� o- .���w � �..� +fit` ss w, r?�,.��".� i , being stored and printed by the District. Further , pursuant to the District' s Statement of Agency Organization and Operation , attempting to file a petition by facsimile is prohibited and shall not constitute filing . 5 . Failure to file a petition for an administrative hearing within the requisite timeframe shall constitute a waiver of the right to an administrative hearing . ( Rule 28- 106 . 111 , Florida Administrative Code) . 6 . The right to an administrative hearing and the relevant procedures to be followed are governed by Chapter 120 , Florida Statutes , Chapter 28- 106 , Florida Administrative Code , and Rule 40C- 1 . 1007 , Florida Administrative Code . Because the administrative hearing process is designed to formulate final agency action , the filing of a petition means the District' s final action may be different from the position taken by it in this notice . A person whose substantial interests are or may be affected by the District' s final action has the right to become a party to the proceeding , in accordance with the requirements set forth above . 7 . Pursuant to Section 120 . 68 , Florida Statutes , a party to the proceeding before the District who is adversely affected by final District action may seek review of the action in the District Court of Appeal by filing a notice of appeal pursuant to Rules 9 . 110 and 9 . 190 , Florida Rules of Appellate Procedure , within 30 days of the rendering of the final District In action . 8 . A District action is considered rendered , as referred to in paragraph no . 7 above , after it is signed on behalf of the District and filed by the District Clerk . 9 . Failure to observe the relevant timeframes for filing a petition for judicial review as described in paragraph no . 7 above will result in waiver of that right to review. NOR . Decision . DOC . 001 Revised 12 . 7 . 11 tIn 11 In IIn slIn, nKnnKIory n InAl2It 3 2 v )� InIn PL ) In z 5 'w In I In, n ,.�m*:;""i~�"'S.� a . � ,. � m�;?� . `�.>, � _. n �' ¢iv: �✓ x`Y r • � T r } t� x { ��w^�.'.b , ;x a Notice Of Rights CERTIFICATE OF SERVICE All I hereby certify that a copy of the foregoing Notice of Rights has been sent to the permittee : Indian River County 1801 27th St Bldg A Vero Beach , FL 32960 This 5th day of March , 2012 , Victor Castro , Director Bureau of Regulatory Support St. Johns River Water Management District 4049 Reid Street Palatka , FL 32177 (386) 329-4570 Permit Number : 40- 061404191-3 Le e br 5,- ¢ r! .x !, yu ;:, a,„x�. ..' �ey , :r'raa kw.f'. ¢,. Y t _u�, 1 a1 ae� .a., t> _ - " a` r � x �c 1° , zt x .�..r "'F; - r-�a> " `? taa 's n. .,. . �`'%a` z ; ..._ . .. < ,,. > �. � .. , 4` ., ; . ., .., . . .� , . , .k.. , .. .> .; _ , i . . . x._ �' � . ;"e ;*. �i s F ,r-; � '+ ra, 7'�;3Q�, 3 .:. ✓ e ,k r � z a rr �- Y. rrrrrr III IN NOTICING INFORMATION Dear Permittee : Please be advised that the St. Johns River Water Management District has not published a notice in the newspaper advising the public that it has issued a permit for this project. Newspaper publication , using the District' s form , notifies members of the public of their right to challenge the issuance of the permit. If proper notice is given by newspaper publication , then there is a 21- day time limit to file a petition challenging the issuance of the permit. To close the point of entry for filing a petition , you may publish (at your own expense) a one-timeNvl notice of the District' s decision in a newspaper of general circulation within the affected area as defined in Section 50 . 011 of the Florida Statutes . If you do not publish a newspaper notice , the time to challenge the issuance of your permit will not expire . A copy of the notice and a partial list of newspapers of general circulation are attached for your convenience . However , you are not limited to those listed newspapers . If you choose to close the point of entry and the notice is published , the newspaper will return to you an affidavit as proof of publication . Please submit this original affidavit of publication to : Victor Castro , Director Bureau of Regulatory Support 4049 Reid Street Palatka , FL 32177 If you have any questions , please contact the Bureau of Regulatory Support at (386) 3294570 . Sincerely , Victor Castro , Director Bureau of Regulatory Support % �J'Ps,,a >u,�v zs tiy,� IN IN , w + g i fie, tF > �._w._ ,� s. .ax. .,€ u , ... , x , . .� �: . . ,,. � �, � ra�_r .,%r � � . '�':�» z�a�'ss _ sir .m., �u � sti .».., ., , _, . _ , .. _ . ,. - , _ . . , x .N . � ,_ � . :? a ,,, s . ,,,, ,- . • .ar, ".v „ K fE. '� .,. > ,c , .:. �. S*' it RUT NOTICE OF AGENCY ACTION TAKEN BY THE ST . JOHNS RIVER WATER MANAGEMENT DISTRICT Notice is given that the following permit was issued on ( Name and address of applicant) permit# The project is located in County , Section Township South , Range East . The permit authorizes a surface water management system on acres for known as The receiving water body is A person whose substantial interests are or may be affected has the right to request an administrative hearing by filing a written petition with the St. Johns River Water Management District ( District) . Pursuant to Chapter 28- 106 and Rule 40C- 1 . 1007 , Florida Administrative Code ( F . A. C . ) , the petition must be filed (received) either by delivery at the office of the District Clerk at District Headquarters , P . O . Box 1429 , Palatka FL 32178- 1429 (4049 Reid St , Palatka, FL 32177) or by e- mail with the District Clerk at Clerk@sjrwmd . com , within twenty six ( 26) days of the District depositing the notice of intended District decision in the mail (for those persons to whom the District mails actual notice) , within twenty-one (21) days of the District emailing notice of intended District decision (for those persons to whom the District emails actual notice) , or within twenty-one (21) days of newspaper publication of the notice of intended District decision (for those persons to whom the District does not mail or email actual notice) . A petition must comply with Sections 120 . 54(5) ( b) 4. and 120 . 569(2) (c) , Florida Statutes ( F . S . ) , and Chapter 28 - 106 , F . A . C . The District will not accept a petition sent by facsimile (fax) . Mediation pursuant to Section 120 . 573 , F . S . , is not available . A petition for an administrative hearing is deemed filed upon receipt of the complete petition by the District Clerk at the District Headquarters in Palatka , Florida during the District' s regular business hours . The District's regular business hours are 8 a. m . — 5 p . m . , excluding weekends and District holidays . Petitions received by the District Clerk after the District' s regular business hours shall be deemed filed as of 8 a. m . on the next regular District business day. The District' s acceptance of petitions filed by e- mail is subject to certain conditions set forth in the District' s Statement of Agency Organization and Operation (issued pursuant to Rule 28- 101 . 001 , Florida tol Administrative Code) , which is available for viewing at floridaswater. com . These conditions include , but are not limited to , the petition being in the form of a PDF or TIFF file and being capable of being stored and printed by the District . Further , pursuant to the District' s Statement of Agency Organization and Operation , attempting to file a petition by facsimile (fax) is prohibited and shall not constitute filing . The right to an administrative hearing and the relevant procedures to be followed are governed by Chapter 120 , Florida Statutes , Chapter 28 - 106 , Florida Administrative Code , and Rule 40C- 1 . 1007 , Florida Administrative Code . Because the administrative hearing process is designed to formulate final agency action , the filing of a petition means the District' s final action may be different from the position taken by it in this notice . Failure to file a petition for an administrative hearing within the requisite time frame shall constitute a waiver of the right to an administrative hearing . (Rule 28-106. 111, F. A . C.) . If you wish to do so , please visit http ://floridaswater. com/noticeofrights/ to read the complete Notice of Rights to determine any legal rights you may have concerning the District' s intended decision (s) on the permit application (s) described above . You can also request the Notice of Rights by contacting the Director , Bureau of Regulatory Support ( RS) , 4049 Reid St . , Palatka, FL 32177- 2529 , tele . no . (386) 329-4570 . It tt psi. ' ^ '* 'tti .t '�. ee Ito p9@ k'; $ ` s ; Y .at " " " ' 7 '" €. d ;?s"� :5 z, :X t 4 y : 4 `c • as A AzIt � ` sda . , . . ., ti._ _ _ �< n. .� „ . , '. . ' u.E. . . . , . .. . , t n r _ AAA .III ""' ' eA-"„ : Zt 's1 ' ee � Ile I e Mt } -aAn . All, e NEWSPAPER ADVERTISING ALACHUA BAKER lelAm The Alachua County Record , Legal Advertising Baker County Press , Legal Advertising Ar Ile P . O . Box 806 P . O . Box 598 Gainesville , FL 32602 Maclenny , FL 32063 352- 377- 2444/ fax 352-3384986 904- 259-2400/ fax 904- 259-6502 BRAFORD BREVARD Bradford County Telegraph , Legal Advertising Florida Today , Legal Advertising Ile e P . O . Drawer AAve I P . O . Box 419000 Starke , FL 32901 Melbourne , FL 32941 -9000 904- 964-6305/ fax 904- 964-8628 321-242 - 3832/ fax 321- 242- 6618 CLAY DUVAL Clay Today , Legal Advertising Daily Record , Legal Advertising 1560 Kinsley Ave . , Suite 1 P . O . Box 1769 Orange Park , FL 32073 Jacksonville , FL 32201 904- 264- 3200/ fax 904- 264- 3285 904- 356-2466 / fax 904- 353-2628 FLAGLER INDIAN RIVER Flagler Tribune , c/o News Journal Vero Beach Press Journal , Legal Advertising P . O . Box 2831 P . O . Box 1268 Daytona Beach , FL 32120-2831 Vero Beach , FL 32961 - 1268 386- 681- 2322 772- 221- 4282/ fax 772-978 -2340 LAKE MARION Daily Commercial , Legal Advertising Ocala Star Banner , Legal Advertising P . O . Drawer 490007 2121 SW 19th Avenue Road Leesburg , FL 34749 Ocala, FL 34474 352-365-8235/fax 352-365- 1951 352- 8674010/fax 352-867-4126 NASSAU OKEECHOBEE News- Leader , Legal Advertising Okeechobee News , Legal Advertising P . O . Box 766 P . O . Box 639 Fernandina Beach , FL 32035 Okeechobee , FL 34973-0639 904- 261-3696/fax 904- 261-3698 863- 763-3134/fax 863- 763 -5901 III) A ORANGE OSCEOLA Sentinel Communications , Legal Advertising Little Sentinel , Legal Advertising 633 N . Orange Avenue 633 N . Orange Avenue le A Orlando , FL 32801 Orlando , FL 32801 407420-5160/ fax 407-420- 5011 407420-5160/ fax 407-420- 5011 PUTNAM ST. JOHNS Ile Palatka Daily News , Legal Advertising St. Augustine Record , Legal Advertising P . O . Box 777 P . O . Box 1630 Palatka , FL 32178 St . Augustine , FL 32085 386-312- 5200/ fax 386-312-5209 904-819-3436 Ile Alle Ire SEMINOLE VOLUSIA Seminole Herald , Legal Advertising News Journal Corporation , Legal Advertising 300 North French Avenue P . O . Box 2831 All Sanford , FL 32771 Daytona Beach , FL 32120- 2831 407- 323- 9408 (386) 681- 2322 Ile b tai ;-fix s��'", a ' � t } $ S &thr` r: z,�» y. , x . s x` "p 3 v �'-tX L:. t. L 5 $ dcs tr of 4 '{ S i ,� x �, ' Pl : ' � " ee .r .. Yue r i j �a xtr Ii Ak 'x a ''k , `".". fYu -I Aa ''n „r , - �* a x 'S ' � ,, c . .ahF".. r_ { >. n .s .w> G. .r �` .i, i ,- ,. . . _ . s. f@. Yo� d .,..., . s, _ c ., . .. x > . ,. r _ . '. �' F_ . , ,s x. ., . � .. .� i, s«�. .. > > . `e "' E � ,.z� . ._ � .. r FS F7FF Inn, I AIt . e� > a a + b u "t ' �` .: yTy.ts _ IF Inno { IF In e FF, In FIFF, IF Inn 3y I In - '� " r`tr+ �` In on a � IF � 'I DEPARTMENT OF THE ARMYIF FinJACKSONVILLE DISTRICT CORPS OF ENGINEERS 400 HIGH POINT DRIVE, SUITE 600 COCOA, FLORIDA 32926 REPLY TO ATTENTION OF North Permits Branch March 2 , 2012 Cocoa Section SAJ-2006- 01903 (NW-TSD) Indian River County C/o Mr. Arjuna Weragoda 180127 Street, Building A Vero Beach, FL 32960 aweraaodagircgov , com Dear Mr . Weragoda : Your request for a Department of the Army permit was received on January 19, 2012 , has been assigned number SAJ-2006-01903 (NW-TSD) . A review of the information and drawings provided on February 24 , 2012, shows the proposed work is to install rock rip rap to stabilizeIF approximately 600 linear feet of the north side of Indian River Farms Water Control District (IRFWCD) Lateral B - 7 Canal on the south side of Oslo Road, west of 58h Avenue; to install rock rip rap to stabilize 40 linear feet of the IRFWCD Lateral B Canal under the widened portion of the Oslo bridge over the Lateral B Canal , east of 58d' Avenue on the north side of Oslo Road ; and to install six 18 - 24 inch corrugated aluminum pipes (CAP) which will outfall into the IRFWCD Lateral 13 - 7 Canal . The Oslo Road widening project commences at Station 35 + 16IF which is located west of 58'�` Avenue and continues east where it ends at Station 103 +00 which is west of 43rd Avenue . The project is located off of Oslo Road (9th Street SW) , in Section 20 , Township 33 South, Range 39 East in Vero Beach, Indian River County, Florida. Your project, as depicted on the enclosed drawings, is authorized by Nationwide Permit (NWT) Number 13 , 7 . In addition, project specific conditions have been enclosed . This verification is valid until March 18 , 2012 . This verification is valid until the NWP is modified , reissued, or revoked prior to March 18 , 2012 . It is incumbent upon you to remain informed of changes to the NWPs . We will issue a public notice when the NWPs are issued. Furthermore, if IF you commence or are under contract to commence this activity before the date that the relevant nationwide permit is modified or revoked, you will have 12 months from the date of the modification or revocation of the NWP to complete the activity under the present terms and conditions of this nationwide permit . Please access the U . S . Army Corps of Engineers ' (Corps) Jacksonville District' s Regulatory webpage to access web links to view the Final Nationwide Permits , Federal Register Vol . 72 , dated March 12 , 2007, the Corrections to the Final Nationwide Permits , Federal Register 72 , 110 May 8 , 2007, and the List of Regional Conditions . The website address is as follows : 5 x t� t r`! ,a,. a °is *' K . ',s V ray 'i ma .,t ,.y ti F a nFer, F qq t r 1 E f 4 �' a- � ; 1 "^L t rIFs f 's } -a3' r € �;. 0 IF In Ir In .rt" :n,: .n,w.3� ,,. „ , , . _, .t � , ,. . .: k , r. ' , � , .?' , 4 .. ; a„ .tsr ,,. .. . , _ .,. �:+' .ate., t> F,. . , s v http ://www . saj . usace . army . mil/Divisions/Regulatory/sourcebook. htm . Please be aware this web address is case sensitive and should be entered as it appears above . Once there you will need to click on "Nationwide Permits . " These files contain the description of the Nationwide Permit authorization, the Nationwide Permit general conditions , and the regional conditions , which apply specifically to this verification for NWP 13 , 7 . Enclosed is a list of the six General Conditions , which apply to all Department of the Army authorizations . You must comply with all of the special and general conditions and any project specific condition of this authorization or you may be subject to enforcement action. In the event you n ' have not completed construction of your project within the specified time limit, a separate application or re-verification may be required . The following special conditions are included with this verification , 1 . Reporting Address : All reports , documentation and correspondence required by the conditions of this permit shall be submitted to the following address : U . S . Army Corps of Engineers , Regulatory Division, Enforcement Section, P . O . Box 4970 , Jacksonville , FL 32232 . The Permittee shall reference this permit number, SAJ-2006-01903 (NW-TSD) , on all submittals . 2 . Commencement Notification : Within 10 days from the date of initiating the authorized work, the Permittee shall provide to the Corps a written notification of the date of commencement of work authorized by this permit . 3 . Completion Notification : Within 60 days of completion of the work authorized, the attached " Self-Certification Statement of Compliance " must be completed and submitted to the U . S . Army Corps of Engineers . Mail the completed form to the U . S . Army Corps of Engineers , Regulatory Division, Enforcement Section, P . O . Box 4970 , Jacksonville, FL 32232 . 4 . Cultural Resources/Historic Properties : No structure or work shall adversely affect or disturb properties listed in the National Register of Historic Places or those eligible for inclusion in the National Register. Prior to the start of work, the Applicant/Permittee or other party on the AppIicant ' s/Permittee ' s behalf, shall conduct a search of known historical properties by contracting a professional archaeologist, contacting the Florida Master Site File at 850-245 - 6440 or S iteFile6p dos . state . fl . us . The Applicant/Permittee can also research sites in the National Register Information System (NRIS) . Information can be found at hi!p : //www. cr. nT) s. gov/nr/research/. If, during the initial ground disturbing activities and construction work, there are archaeological/cultural materials unearthed (which shall include , but not be Iimited to : pottery, modified shell , flora, fauna, human remains, ceramics , stone tools or metal implements , dugout canoes or any other physical remains that could be associated with Native American cultures or early colonial or American settlement) , the permittee shall immediately stop all work in the vicinity and notify the Compliance and Review staff of the State Historic Preservation Office at 850-245 -6333 and the Corps Regulatory Project Manager to assess the significance of the 4i�17 + vle2 l - -.. s , c .. .. . ', l - ti',. � f �s ," �'� k �M y p .n E -� � ,q� es.dh +£.., � ✓' •' gy -t '� .. a A., d JIN lee discovery and devise appropriate actions , including salvage operations . Based, on the circumstances of the discovery, equity to all parties , and considerations of the public interest, the Corps may modify, suspend or revoke the permit in accordance with 33 CFR Part 325 . 7 . In the unlikely event that human remains are identified, they will be treated in accordance le vlv with Section 872 . 05 , Florida Statutes ; all work in the vicinity shall immediately cease and the local law authority , the State Archaeologist (850-245 - 6444) , and the Corps Regulatory Project I Ile Manager shall immediately be notified . Such activity shall not resume unless specifically authorized by the State Archaeologist and the Corps . 5 . Turbidity/Erosion Control : Best management practices for turbidity/erosion control shall be used when performing any activity authorized in this permit. The permittee agrees that all wetland areas and surface waters outside of the specific limits of construction authorized in this permit must be protected from erosion, siltation, scouring or excess turbidity and dewatering . 6 . Eastern Indigo Snake: The Permittee agrees to adhere to the Standard Protection Measures for the Eastern Indigo Snake (Attachment 2) . 7 . Regulatory Agency Changes : Should any other regulatory agency require changes to the work authorized or obligated by this permit, the Permittee is advised that a modification to Ell this permit instrument is required prior to initiation of those changes . It is the Permittee ' s responsibility to request a modification of this permit from the Cocoa Regulatory Office . I Ile This letter of authorization does not obviate the necessity to obtain any other Federal , State , NI or local permits , which may be required. In Florida, projects qualifying for this NWP must be authorized under Part IV of Chapter 373 by the Department of Environmental Protection, a water management district under § 373 . 069, F . S . , or a local government with delegated authority under § . 373 . 441 , F . S . , and receive Water Quality Certification (WQC) and Coastal Zone Consistency Concurrence (CZCC) (or a waiver), as well as any authorizations required by the State for the use of sovereignty submerged lands. You should check State-permitting requirements with the Florida Department of Environmental Protection or the appropriate water management district. Ve This letter does not give absolute Federal authority to perform the work as specified on your application. The proposed work may be subject to local building restrictions mandated by the National Flood Insurance Program . You should contact your local office that issues building permits to determine if your site is located in a flood-prone area, and if you must comply with the local building requirements mandated by the National Flood Insurance Program . I INI Ile If you are unable to access the internet or require a hardcopy of any of the conditions , limitations , or expiration date for the above referenced NWP , please contact Tamy Dabu by telephone at 321 - 504 - 3771 extension 11 . Thank you for your cooperation with our permit program . The Corps Jacksonville District Regulatory Division is committed to improving service to our customers . We strive to perform our duty in a friendly and timely manner while working to preserve our environment. We invite EEN eve E j 4x:' ; , iEll— es11 re IN fr :r ,aEY W IT:M s 6 �, zi vN7 '7- N71 ✓ s� s .;< Ilen.: , yIN 'w,� kle IN 'Ie fat ' "Ile,iqo d M f{ r At .0 '� z ? leg r � ` x:. N,V el IN e 17 NI cc z �. 'k. f tI be z 4 , s a . . .. > _ .Nq ll., , . _�^t ,. _ . ,, . , , ;. .,. .. ,, n z, . . � I y , , � , s , . . , .,. _ � _ . . ,y , -. a. . :-, .. _ . � 2 AF L , z 4 s s FAI y, e A ., ,� A d� S NAN } ANNANN Al > »r y 5 s ANN ,. AN n sII IN ' I Y v S k - t G All- . t 5 x zY t IF u 4 AN r S t zNF III, y �` + A FAN, '� I Y �� `, � ,.. ar & � . + r ' ` s ,m .. <.• y ... � f r s ,%�' - 4 y 3'"* a i 33mV.�9"a 4 ` , �,r. - n ... .. : AFF,, AN e � � IN you to take a few minutes to visit the following link and complete our automated Customer IN Service Survey , AN http ://per2 . nwn . usace . aM . mil/survgy .html IN Your input is appreciated — favorable or otherwise . Sincerely , Ann A An �Cvrv�J ` Tamy Dabu Project Manager Enclosures Copy Furnished : CESAJ-RD -PE (via E-mail) IN in 11 A An IN A AN Fly 11 III 11 11 I . An A 11ANNA "I p 5 s $ r " An a £ AN v, 2 lM' i 4 �' d ray » , fi. �. >, „ u.�a . . . fi .r:is,. . .� ; . , '"�5:. : _ _�, `�, _k . . , , ,. . .,, ,f .� . .� �. ,�� < . , � . . .,� ,v ... _ _ ._, . _z . . -rr t'. Y.,, , , ,. t _ �. , , x s qZ 14 GENERAL CONDITIONS 33 CFR PART 320 -330 PUBLISHED FEDERAL REGISTER DATED 13 NOVEMBER 1986 1 . The time limit for completing the work authorized ends on March 18, NMI If you find Ile I: that you need more time to complete the authorized activity, submit your request for a time extension to this office for consideration at least one month before the above date is reached. 2 . You must maintain the activity authorized by this permit in good condition and in conformance with the terms and conditions of this permit. You are not relieved of this requirement if you abandon the permitted activity, although you may make a good faith transfer Ile to a third party in compliance with General Condition 4 below. Should you wish to cease to maintain the authorized activity or should you desire to abandon it without a good faith transfer, you must obtain a modification of this permit from this office, which may require restoration of the area. 3 . If you discover any previously unknown historic or archeological remains while accomplishing the activity authorized by this permit, you must immediately notify this office of what you have found. We will initiate the Federal and state coordination required to determine if the remains warrant a recovery effort of if the site is eligible for listing in the National Register of Historic Places . ith this permit you must obtain the signature of the new 4 . If you sell the property associated w owner in the space provided and forward a copy of the permit to this office to validate the le transfer of this authorization. 5 . If a conditioned water quality certification has been issued for your project, you must comply with the conditions specified in the certification as special conditions to this permit. For your convenience, a copy of the certification is attached if it contains such conditions . 6 . You must allow representatives from this office to inspect the authorized activity at any time deemed necessary to ensure that it is being or has been accomplished in accordance with the terms and conditions of your permit. Ile le ej Ile el el le- I lee .I a A' Y4 ell y osy I Ile ee 41, Me L el u r s 4. ,`�" �- d. fig, R x ,t sw 7 r s r H lee,` ' "7Ye.-7.¢ r`T"aleel ., el ell u.•5� el ,el jr .z ' Y" ' $ .�e�, .`�' }� . ra'e . d; y' � ' - , : ,. i# aie- IN ! el ei SELF-CERTIFICATION STATEMENT OF COMPLIANCE Permit Number: NW- 7913 Application Number : SAX2006-01903 Permittee ' s Name & Address (please print or type) : ell Telephone Number: Location of the Work : Date Work Started : Date Work Completed : Description of the Work (e . g., bank stabilization, residential or commercial filling, docks, dredging, etc .) • Acreage or Square Feet of Impacts to Waters of the United States : Describe Mitigation completed (if applicable) : Describe any Deviations from Permit (attach drawing(s) depicting the deviations) : lee * * * * * * * * * * * * * * * * * * * * I certify that all work, and mitigation (if applicable) was done in accordance with the limitations and conditions as described in the permit. Any deviations as described above are depicted on the attached drawing(s) . Signature of Permittee Date Mail this completed form to the U. S . Army Corps of Engineers, Regulatory Division, Special Projects & µ. Enforcement Section, Post Office Box 4970, Jacksonville, Florida 32232-0019 . ell el 71 ell If I- IT III K r I a?, ` ° IT IT DEPARTMENT OF THE ARMY PERMIT TRANSFER REQUEST PERMIT NUMBER: SAX20W01903 (NW-TSD) When the structures or work authorized by this permit are still in existence at the time the property is transferred, the terms and conditions of this permit will continue to be binding on the new owner(s) of the property. Although the construction Period for works authorized by Department of the Army permits is finite the permit itself, with its limitations , does not expire. To validate the transfer of this permit and the associated responsibilities associated with compliance with its terms and conditions, have the transferee sign and date below and mail to the U . S . Army Corps of Engineers, Enforcement Branch, Post Office Box 4970 , Jacksonville, FL 32232- 0019 . ( NAME - PRINTED ) ( TRANSFEREE - SIGNATURE ) ( DATE ) ( Company Name ) IV (MAILING ADDRESS ) ( CITY , STATE , ZIP CODE ) ( Telephone number ) ( Fax number ) (E-mail Address) If In in 15 d 7 in In in in kin In i ,a. 9 NO/1 VO0_ 7 ,ZO3/'I t/so a b. av ua/sly/O 464V/aoau/Bu3 osacs +or3e oa3n N19v f� luaw�vaap »ws ncx wet t l J Nt10tl N3Aw NVItlNI a o uoicuo In .. 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Army Corps of Engineers Permit # SAJ-2006- 01903 (NW- TSD ) ell I Date : 03 /02/2012 11 7 tf 41 Drawing 8 of 9 Attachment 1 11 INDIAN RIM COUNTY SECTI PAW: 1601 27th sr�, Ds rlm!n of AMUR? Works TM ,' ; TYP/CAL SECT/ON SH if it 14't2ACH o�FL azesa E'nq/nNr�+nq D /on 0517 ON dSLd R0.4D �6 a I ti IT OAT PI TV IT I TV .. IV % 11 TV II A-11v Vi IIV% 707 � 776 1/70 Sd/d 7YO/d,{1 � 1s0# ° �•e : In 0009-L94 zcc" y , ,Y6uilaota.5 096Lf 7! 1-ag za)IT 11 1 1V IV , Nd�/�'i10�/d`Y/ Ot� Ot1 07S0 �` �"` ° m � Us 4 cL LI so/artrr F s�faoy{ u//4nd o uaw /o aTVVITI ITw arrar NOA1NnQ3 a3AI8 NVICINI alo0 ly NTV I �uauiuoedIT VjIr I TV ZIOZ/ZO/ £ 0QSZ-M £06I0-900Z-fdS # Iilad oof�soofo8 sstsz `oof / 9 SNo/1f��S sraaur�ugjo sdaoD /(atrV S n 77b`�1/70 �'d/d 7d)/dllITTTV A IT TV 9l 0! S S Dl 9l 0Z 9Z OF SF 0r � OS 99 09 99 QZ SL 09 V 06 96 00! 90! oil S! ! 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An eastern indigo snake protection/education plan shall be developed by the applicant or It requestor for all construction personnel to follow. The plan shall be provided to the Service for review and approval at least 30 days prior to any clearing activities . The educational materials for the plan may consist of a combination of posters, videos, pamphlets, and lectures (e. g. , an observer trained to identify eastern indigo snakes could use the protection/education plan to instruct construction personnel "before any clearing activities occur) . Informational signs should be posted throughout the construction site and along any proposed access road to contain the following information: a. a description of the eastern indigo snake, its habits, and protection under Federal Law ; bw instructions not to injure, harm, harass or kill this species ; ca directions to cease clearing activities and allow the eastern indigo snake sufficient time to move away from the site on its own before resuming clearing; and, d. telephone numbers of pertinent agencies to be contacted if a dead eastern indigo snake is encountered . The dead specimen should be thoroughly soaked in water and then frozen . 2 . If not currently authorized through an Incidental Take Statement in association with a Biological Opinion, only individuals who have been either authorized by a section 10(a)( 1 )(A) permit issued by the Service, or by the State of Florida through the Florida Fish Wildlife Conservation Commission (FWC) for such activities, are permitted to come in contact with an eastern indigo snake. 3 . An eastern indigo snake monitoring report must be submitted to the appropriate Florida Ell Field Office within 60 days of the conclusion of clearing phases . The report should be submitted whether or not eastern indigo snakes are observed. The report should contain the following information : a. any sightings of eastern indigo snakes and bo other obligations required by the Florida Fish and Wildlife Conservation Commission, as stipulated in the permit. Revised February 12 , 2004 7777 iIF ° S .A FIX"� k y,