Pender Farms Land Clearing Debris Operation Plan

Transcription

1 Ronald W. Rogers, PE PO Box Panama City Beach, FL Pender Farms Land Clearing Debris Operation Plan Prepared for Coastal Parasail, Inc. PO Box Panama City Beach, FL November 14, 2018

2 Table of Contents Pender Farms LCD Operation Plan... 3 Location Map... 6 Flood Zones... 7 Soil Survey... 8 Property Deeds... 9 Property Appraiser Cards Corporate Information Site/Closure Plan Geotechnical Report Survey... 14

3 Pender Farms LCD Operation Plan This operation plan includes a description of operations that will ensure Pender Farms Land Clearing Debris (LCD) is operated within the requirements of Rule , F.A.C. The facility will accept yard debris and land clearing debris for disposal. The site includes two parcels owned by Adris Pender along Mt. Tabor Road in Jackson County Florida. The adjacent acre parcel was previoulsy qualified to use the General Permit for a Yard Trash Facility (DEP File Number SO; DEP ID No ). This report includes reference to parcel to correct the previously listed acreage. Parcel Acres Jackson County Parcel ID No. 16-5N Current Land Use Cropland C - Section/Township/Range 16-5N-9 Parcel Acres Jackson County Parel ID No. 16-5N Current Land Use Cropland C - Section/Township/Range 16-5N-9 This site is an existing borrow pit and based on the attached NRCS Soil Survey has a water table depth of greater than 6-feet. In my professional opinion and based attached geotechnical report attached, the soil has the capacity to support the proposed fill material and there is no karst in the area. A liner and permanent leachate collection system is not required to meet the requirements of prohibition (2)(c), F.A.C. Yard trash debris includes vegetative matter resulting from landscaping maintenance or land clearing operations such as tree and shrub trimmings, grass clippings, palm fronds, trees and tree stumps, and associated rocks and soils. LCD includes rocks, soils, tree remains, trees, and other vegetative matter that normally results from land clearing or land development operations for a land clearing or construction project. The material will be placed on the existing ground and compacted using a bull dozier or other similar heavy equipment. Two feet of clean soil will be placed to cover the compacted material. Internal and external slopes will not exceed 3 foot horizontal to 1 foot vertical during operations. The owner will take reasonable precautions to control objectionable odors and prevent any adverse environmental conditions to the surrounding environment. Yard trash and/or LCD may be processed on site in accordance with Rule , F.A.C.

4 Operating records will be maintained at 137 Legend Lakes Circle, Panama City Beach, FL The records will be made available to FDEP personnel upon request. A trained spotter will be on duty at the working facility during all disposal operations. Any material other than yard debris or LCD will be removed and placed in appropriate containers for disposal at a permitted facility. Putrescible wastes inadvertently accepted by the facility will be placed in portable trash bins ad removed from the site within 48-hours. Other unauthorized wastes will be placed in roll off containers and removed from the site within 30-days. Any hazardous waste received by the facility shall be managed in accordance with the provisions of Chapter , F.A.C. The site will be fenced and gated to restrict unauthorized access. The gate will remain locked when operations are not underway. Stormwater will be managed in accordance with Chapter F.A.C. Berms, swales, silt fence, and other BMP s will be installed to prevent sediment from leaving the site. Spotters will be trained using approved TREEO training classes ( Spotters will attend an 8-hour initial spotter training which covers the duties of spotters at landfills including: health and safety, types of landfills, regulations and management of prohibited waste. To remain trained spotter must attend a 4 hour spotter refresher course within 3-years of initial training and every 3-years thereafter. Training certifications will be placed in operational records and made available to FDEP inspectors upon request. Once the facility has been filled to capacity, it will be closed in accordance with Rule (8), F.A.C., with 24-inches of clean soil. The expected life of the facility is 10-years. The slopes will be matched to existing grades to eliminate any ponding, promote drainage, and minimize erosion as shown on the site/closure plan. The upper 6-inches of the cover soil will be capable of supporting vegetation. The FDEP will be notified within 30-days, after the site is closed and stabilized with appropriate vegetative cover Ron Rogers, PE Gulf Environmental Engineering, LLC. P.O. Box Box Cert of Authorization Licensed Business No #29933 Ronald W. Rogers P.E. #72067

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6 Location Map

7 Jackson County Property Appraiser Parcel: 16-5N Acres: 15.8 Name: PENDER ADRIS Land Value 0 Site: POPLAR SPRINGS RD Building Value 0 Sale: 100 on Reason=U Qual=Y Misc Value 0 Mail: P O BOX PANAMA CITY, FL Just Value 15,800 Assessed Value 3,725 Exempt Value 0 Taxable Value 3,725 The Jackson County Property Appraiser's Office makes every effort to produce the most accurate information possible. No warranties, expressed or implied, are provided for the data herein, its use or interpretation. The assessment information is from the last certified taxroll. All data is subject to change before the next certified taxroll. PLEASE NOTE THAT THE PROPERTY APPRAISER MAPS ARE FOR ASSESSMENT PURPOSES ONLY NEITHER JACKSON COUNTY NOR ITS EMPLOYEES ASSUME RESPONSIBILITY FOR ERRORS OR OMISSIONS ---THIS IS NOT A SURVEY--- Date printed: 10/25/18 : 05:36:03

8 Jackson County Property Appraiser Parcel: 16-5N Acres: 10 Name: PENDER ADRIS Land Value 25,000 Site: 5445 MT TABOR RD Building Value 0 Sale: 100 on Reason=U Qual=Y Misc Value 0 Mail: P O BOX PANAMA CITY, FL Just Value 25,000 Assessed Value 25,000 Exempt Value 0 Taxable Value 25,000 The Jackson County Property Appraiser's Office makes every effort to produce the most accurate information possible. No warranties, expressed or implied, are provided for the data herein, its use or interpretation. The assessment information is from the last certified taxroll. All data is subject to change before the next certified taxroll. PLEASE NOTE THAT THE PROPERTY APPRAISER MAPS ARE FOR ASSESSMENT PURPOSES ONLY NEITHER JACKSON COUNTY NOR ITS EMPLOYEES ASSUME RESPONSIBILITY FOR ERRORS OR OMISSIONS ---THIS IS NOT A SURVEY--- Date printed: 10/25/18 : 05:35:34

9 Flood Zones

10 National Flood Hazard Layer FIRMette 30 50'28.97"N Legend SEE FIS REPORT FOR DETAILED LEGEND AND INDEX MAP FOR FIRM PANEL LAYOUT 85 8'47.62"W SPECIAL FLOOD HAZARD AREAS Without Base Flood Elevation (BFE) Zone A, V, A99 With BFE or Depth Zone AE, AO, AH, VE, AR Regulatory Floodway OTHER AREAS OF FLOOD HAZARD 0.2% Annual Chance Flood Hazard, Areas of 1% annual chance flood with average depth less than one foot or with drainage areas of less than one square mile Zone X Future Conditions 1% Annual Chance Flood Hazard Zone X Area with Reduced Flood Risk due to Levee. See Notes. Zone X Area with Flood Risk due to Levee Zone D OTHER AREAS GENERAL STRUCTURES NO SCREEN Area of Minimal Flood Hazard Zone X Effective LOMRs Area of Undetermined Flood Hazard Zone D Channel, Culvert, or Storm Sewer Levee, Dike, or Floodwall OTHER FEATURES MAP PANELS B Cross Sections with 1% Annual Chance 17.5 Water Surface Elevation Coastal Transect Base Flood Elevation Line (BFE) Limit of Study Jurisdiction Boundary Coastal Transect Baseline Profile Baseline Hydrographic Feature Digital Data Available No Digital Data Available Unmapped Ü The pin displayed on the map is an approximate point selected by the user and does not represent an authoritative property location. Feet ,000 1,500 2,000 USGS The National Map: Orthoimagery. Data refreshed October :6, '58.08"N 85 8'10.16"W This map complies with FEMA's standards for the use of digital flood maps if it is not void as described below. The basemap shown complies with FEMA's basemap accuracy standards The flood hazard information is derived directly from the authoritative NFHL web services provided by FEMA. This map was exported on 10/25/2018 at 5:51:54 AM and does not reflect changes or amendments subsequent to this date and time. The NFHL and effective information may change or become superseded by new data over time. This map image is void if the one or more of the following map elements do not appear: basemap imagery, flood zone labels, legend, scale bar, map creation date, community identifiers, FIRM panel number, and FIRM effective date. Map images for unmapped and unmodernized areas cannot be used for regulatory purposes.

11 Soil Survey

12 85 8' 45'' W Depth to Water Table Jackson County, Florida (Parcels 2,3,4) 85 8' 9'' W ' 34'' N 30 50' 34'' N 30 49' 53'' N Soil Map may not be valid at this scale ' 53'' N ' 45'' W N Map Scale: 1:6,200 if printed on A portrait (8.5" x 11") sheet. Meters Feet Map projection: Web Mercator Corner coordinates: WGS84 Edge tics: UTM Zone 16N WGS ' 9'' W Natural Resources Conservation Service Web Soil Survey National Cooperative Soil Survey 10/25/2018 Page 1 of 3

13 Depth to Water Table Jackson County, Florida (Parcels 2,3,4) MAP LEGEND MAP INFORMATION Area of Interest (AOI) Area of Interest (AOI) Soils Soil Rating Polygons > 200 Not rated or not available Soil Rating Lines > 200 Not rated or not available Soil Rating Points > 200 Not rated or not available Water Features Streams and Canals Transportation Rails Interstate Highways US Routes Major Roads Local Roads Background Aerial Photography The soil surveys that comprise your AOI were mapped at 1:20,000. Warning: Soil Map may not be valid at this scale. Enlargement of maps beyond the scale of mapping can cause misunderstanding of the detail of mapping and accuracy of soil line placement. The maps do not show the small areas of contrasting soils that could have been shown at a more detailed scale. Please rely on the bar scale on each map sheet for map measurements. Source of Map: Natural Resources Conservation Service Web Soil Survey URL: Coordinate System: Web Mercator (EPSG:3857) Maps from the Web Soil Survey are based on the Web Mercator projection, which preserves direction and shape but distorts distance and area. A projection that preserves area, such as the Albers equal-area conic projection, should be used if more accurate calculations of distance or area are required. This product is generated from the USDA-NRCS certified data as of the version date(s) listed below. Soil Survey Area: Jackson County, Florida Survey Area Data: Version 17, Sep 6, 2018 Soil map units are labeled (as space allows) for map scales 1:50,000 or larger. Date(s) aerial images were photographed: 28, 2017 Mar 13, 2014 Nov The orthophoto or other base map on which the soil lines were compiled and digitized probably differs from the background imagery displayed on these maps. As a result, some minor shifting of map unit boundaries may be evident. Natural Resources Conservation Service Web Soil Survey National Cooperative Soil Survey 10/25/2018 Page 2 of 3

14 Depth to Water Table Jackson County, Florida Parcels 2,3,4 Depth to Water Table Map unit symbol Map unit name Rating (centimeters) Acres in AOI Percent of AOI 10 Chipola loamy sand, 0 to 5 percent slopes 38 Lakeland sand, 0 to 5 percent slopes > % > % 50 Pits > % 59 Troup sand, 0 to 5 percent slopes 60 Troup sand, 5 to 8 percent slopes > % > % Totals for Area of Interest % Description "Water table" refers to a saturated zone in the soil. It occurs during specified months. Estimates of the upper limit are based mainly on observations of the water table at selected sites and on evidence of a saturated zone, namely grayish colors (redoximorphic features) in the soil. A saturated zone that lasts for less than a month is not considered a water table. This attribute is actually recorded as three separate values in the database. A low value and a high value indicate the range of this attribute for the soil component. A "representative" value indicates the expected value of this attribute for the component. For this soil property, only the representative value is used. Rating Options Units of Measure: centimeters Aggregation Method: Dominant Component Component Percent Cutoff: None Specified Tie-break Rule: Lower Interpret Nulls as Zero: No Beginning Month: January Ending Month: December Natural Resources Conservation Service Web Soil Survey National Cooperative Soil Survey 10/25/2018 Page 3 of 3

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17 Property Deeds

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20 Property Appraiser Cards

21 Jackson County Property Appraiser Parcel: 16-5N Acres: 15.8 Name: PENDER ADRIS Land Value 0 Site: POPLAR SPRINGS RD Building Value 0 Sale: 100 on Reason=U Qual=Y Misc Value 0 Mail: P O BOX PANAMA CITY, FL Just Value 15,800 Assessed Value 3,725 Exempt Value 0 Taxable Value 3,725 The Jackson County Property Appraiser's Office makes every effort to produce the most accurate information possible. No warranties, expressed or implied, are provided for the data herein, its use or interpretation. The assessment information is from the last certified taxroll. All data is subject to change before the next certified taxroll. PLEASE NOTE THAT THE PROPERTY APPRAISER MAPS ARE FOR ASSESSMENT PURPOSES ONLY NEITHER JACKSON COUNTY NOR ITS EMPLOYEES ASSUME RESPONSIBILITY FOR ERRORS OR OMISSIONS ---THIS IS NOT A SURVEY--- Date printed: 10/25/18 : 05:36:03

22 Jackson County Property Appraiser Parcel: 16-5N Acres: 10 Name: PENDER ADRIS Land Value 25,000 Site: 5445 MT TABOR RD Building Value 0 Sale: 100 on Reason=U Qual=Y Misc Value 0 Mail: P O BOX PANAMA CITY, FL Just Value 25,000 Assessed Value 25,000 Exempt Value 0 Taxable Value 25,000 The Jackson County Property Appraiser's Office makes every effort to produce the most accurate information possible. No warranties, expressed or implied, are provided for the data herein, its use or interpretation. The assessment information is from the last certified taxroll. All data is subject to change before the next certified taxroll. PLEASE NOTE THAT THE PROPERTY APPRAISER MAPS ARE FOR ASSESSMENT PURPOSES ONLY NEITHER JACKSON COUNTY NOR ITS EMPLOYEES ASSUME RESPONSIBILITY FOR ERRORS OR OMISSIONS ---THIS IS NOT A SURVEY--- Date printed: 10/25/18 : 05:35:34

23 Corporate Information

24 10/25/2018 Detail by Entity Name Florida Department of State DIVISION OF CORPORATIONS Department of State / Division of Corporations / Search Records / Detail By Document Number / Detail by Entity Name Florida Profit Corporation COASTAL PARASAIL, INC. Filing Information Document Number FEI/EIN Number Date Filed State Status Last Event Event Date Filed K /22/1988 FL ACTIVE REINSTATEMENT 12/11/1989 Principal Address 5711 NORTH LAGOON DRIVE PANAMA CITY BEACH, FL Changed: 04/24/2009 Mailing Address P.O. BOX PANAMA CITY BEACH, FL Changed: 04/24/2009 Registered Agent Name & Address PENDER, ADRIS 5711 NORTH LAGOON DR PANAMA CITY BEACH, FL Name Changed: 04/24/2009 Address Changed: 04/24/2009 Officer/Director Detail Name & Address Title PVST PENDER, ADRIS P.O. BOX PANAMA CITY BEACH, FL /2

25 10/25/2018 Detail by Entity Name Annual Reports Report Year Filed Date /30/ /23/ /12/2018 Document Images 04/12/ ANNUAL REPORT View image in PDF format 04/23/ ANNUAL REPORT View image in PDF format 04/30/ ANNUAL REPORT View image in PDF format 04/12/ ANNUAL REPORT View image in PDF format 04/22/ ANNUAL REPORT View image in PDF format 04/23/ ANNUAL REPORT View image in PDF format 04/25/ ANNUAL REPORT View image in PDF format 04/21/ ANNUAL REPORT View image in PDF format 04/20/ ANNUAL REPORT View image in PDF format 04/24/ ANNUAL REPORT View image in PDF format 02/17/ ANNUAL REPORT View image in PDF format 04/24/ ANNUAL REPORT View image in PDF format 01/23/ ANNUAL REPORT View image in PDF format 05/02/ ANNUAL REPORT View image in PDF format 05/03/ ANNUAL REPORT View image in PDF format 05/05/ ANNUAL REPORT View image in PDF format 04/18/ ANNUAL REPORT View image in PDF format 05/11/ ANNUAL REPORT View image in PDF format 06/23/ ANNUAL REPORT View image in PDF format 04/24/ ANNUAL REPORT View image in PDF format 04/21/ ANNUAL REPORT View image in PDF format 06/21/ ANNUAL REPORT View image in PDF format 04/26/ ANNUAL REPORT View image in PDF format Florida Department of State, Division of Corporations 2/2

26 Site/Closure Plan

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30 Geotechnical Report

31 November 5, 2018 Mr. Ron Rogers, P.E. Gulf Environmental Engineering, LLC. P.O. Box Panama City, Florida SUBJECT: Yard Debris Pit Jackson County Geotechnical Services Jackson County, Florida MEI Project No. M Dear Mr. Rogers: This letter forwards the results of our site visit to the subject property located south of Mt. Tabor Road, just west of Poplar Springs Road in Jackson County, Florida. The purpose of the site visit was to verify a minimum 3-foot separation between the bottom of the proposed yard debris pit and Karst sensitive areas. On November 4, 2018, the undersigned traveled to the subject property and performed a total of Four (4) 8 feet deep to 10 feet deep hand auger borings on the proposed Parcel #3 and Parcel #4 which are to be used as a yard debris pit. It is our understanding that the proposed fill height of the land clearing debris will be 20 feet above the existing ground elevations and will have a slope of 3 horizontal to 1 vertical. The Four (4) hand auger borings were taken near the lowest observable grades for each parcel. The LAT/LONG coordinate of each borings is presented below in Table #1. Boring Number LAT/LONG Coordinates HA-1 (Parcel #4) N W HA-2 (Parcel #4) HA-3 (Parcel #3) HA-4 (Parcel #3) N W N W N W Based on the results of the hand auger borings, no karst sensitive material was encountered within the depth of the test borings. In addition to verifying the minimum 3-foot separation, we also determined the estimated seasonal high groundwater level were not observed within the depth of the four (4) hand auger borings.

32 Yard Debris Pit Jackson County Geotechnical Services Page 2 of 2 We hope this letter provides sufficient information for the present. comments, please feel free to call. If you have any questions or Sincerely, MAGNUM ENGINEERING. INC. JAMES T. VICKERS, P.E. Sr. Geotechnical Engineer Florida Registration # 56813

33 D D DISPOSAL AREA = 121 ACRES 0' 150' 300' 600' SITE AREA = 133 ACRES SCALE: 1" = 300' C C B B NOTES: 1. NO WATER BODIES ARE LOCATED ON OR WITHIN 50 FEET OF DISPOSAL AREA. 2. NO WETLANDS ARE LOCATED ON OR WITHIN 50 FEET OF DISPOSAL AREA. 3. NO POTABLE WATER WELLS ON OR WITHIN 100 FEET OF THE SITE. LEGEND EXISTING CONTOURS PROPERTY PARCEL DISPOSAL AREA SHEET NO. Gulf Environmental Engineering, LLC P.O. Bpx Panama City, FL (850) Cert. of Authorization No. Licensed Business # SCALE: 1" = 200' YARD DEBRIS PIT DRAWN BY APPROVED BY EXISTING VS PROPOSED CONTOURS - PARCEL #2, #3 & #4 6 OF 9 GCR RWR MT TABOR ROAD JACKSON COUNTY, FLORIDA

34 Magnum Engineering, Inc Pierson Drive Lynn Haven, FL BORING NUMBER HA-1 PAGE 1 OF 1 CLIENT DATE STARTED 11/4/18 COMPLETED 11/4/18 DRILLING CONTRACTOR DRILLING METHOD LOGGED BY NOTES DEPTH (ft) 0.0 GRAPHIC LOG Gulf Environmental Engineering, LLC PROJECT NUMBER J. Vickers M Hand Auger Boring CHECKED BY Gray/Tan Clayey Fine SAND (SC) J. Vickers MATERIAL DESCRIPTION PROJECT NAME PROJECT LOCATION GROUND ELEVATION GROUND WATER LEVELS: ESTIMATED SEASONAL HIGH GWT --- AFTER DRILLING --- HOLE SIZE 3 DEPTH TO GROUNDWATER AT TIME OF DRILLING --- SAMPLE TYPE NUMBER Yard Debris Pit Jackson County RECOVERY % (RQD) Jackson County, Florida BLOW COUNTS (N VALUE) POCKET PEN. (tsf) DRY UNIT WT. (pcf) MOISTURE CONTENT (%) ATTERBERG LIMITS LIQUID LIMIT PLASTIC LIMIT PLASTICITY INDEX FINES CONTENT (%) 2.5 Tan Slightly Clayey FIne SAND (SP-SC) Tan/ Light Tan Slightly Silty Fine SAND (SP-SM) GEOTECH BH COLUMNS YARD DEBRIS PIT JACKSON COUNTY.GPJ GINT STD US LAB.GDT 11/5/ Boring Termination Depth at 10.0 feet. AU

35 Magnum Engineering, Inc Pierson Drive Lynn Haven, FL BORING NUMBER HA-2 PAGE 1 OF 1 CLIENT DATE STARTED 11/4/18 COMPLETED 11/4/18 DRILLING CONTRACTOR DRILLING METHOD LOGGED BY NOTES DEPTH (ft) 0.0 GRAPHIC LOG Gulf Environmental Engineering, LLC PROJECT NUMBER J. Vickers M Hand Auger Boring CHECKED BY J. Vickers MATERIAL DESCRIPTION Tan/Gray Slightly Clayey Fine SAND (SP-SC) PROJECT NAME PROJECT LOCATION GROUND ELEVATION GROUND WATER LEVELS: ESTIMATED SEASONAL HIGH GWT --- AFTER DRILLING --- HOLE SIZE 3 DEPTH TO GROUNDWATER AT TIME OF DRILLING --- SAMPLE TYPE NUMBER Yard Debris Pit Jackson County RECOVERY % (RQD) Jackson County, Florida BLOW COUNTS (N VALUE) POCKET PEN. (tsf) DRY UNIT WT. (pcf) MOISTURE CONTENT (%) ATTERBERG LIMITS LIQUID LIMIT PLASTIC LIMIT PLASTICITY INDEX FINES CONTENT (%) Tan/Light Tan Slightly Silty Fine SAND (SP-SM) 2.5 GEOTECH BH COLUMNS YARD DEBRIS PIT JACKSON COUNTY.GPJ GINT STD US LAB.GDT 11/5/ Light Gray/Tan Silty Fine SAND (SM) Reddish-Orange and Gray Silty CLAY (CL) Boring Termination Depth at 9.0 feet. AU

36 Magnum Engineering, Inc Pierson Drive Lynn Haven, FL BORING NUMBER HA-3 PAGE 1 OF 1 CLIENT DATE STARTED 11/4/18 COMPLETED 11/4/18 DRILLING CONTRACTOR DRILLING METHOD LOGGED BY NOTES DEPTH (ft) 0.0 GRAPHIC LOG Gulf Environmental Engineering, LLC PROJECT NUMBER J. Vickers M Hand Auger Boring CHECKED BY Gray/Brown Silty Fine SAND (SM) J. Vickers MATERIAL DESCRIPTION PROJECT NAME PROJECT LOCATION GROUND ELEVATION GROUND WATER LEVELS: ESTIMATED SEASONAL HIGH GWT --- AFTER DRILLING --- HOLE SIZE 3 DEPTH TO GROUNDWATER AT TIME OF DRILLING --- SAMPLE TYPE NUMBER Yard Debris Pit Jackson County RECOVERY % (RQD) Jackson County, Florida BLOW COUNTS (N VALUE) POCKET PEN. (tsf) DRY UNIT WT. (pcf) MOISTURE CONTENT (%) ATTERBERG LIMITS LIQUID LIMIT PLASTIC LIMIT PLASTICITY INDEX FINES CONTENT (%) Gray Slighty Silty Fine SAND (SP-SM) 2.5 GEOTECH BH COLUMNS YARD DEBRIS PIT JACKSON COUNTY.GPJ GINT STD US LAB.GDT 11/5/ Gray/Light Gray Slightly Silty Fine SAND (SP-SM) Boring Termination Depth at 10.0 feet. AU

37 Magnum Engineering, Inc Pierson Drive Lynn Haven, FL BORING NUMBER HA-4 PAGE 1 OF 1 CLIENT DATE STARTED 11/4/18 COMPLETED 11/4/18 DRILLING CONTRACTOR DRILLING METHOD LOGGED BY NOTES DEPTH (ft) 0.0 GRAPHIC LOG Gulf Environmental Engineering, LLC PROJECT NUMBER J. Vickers M Hand Auger Boring CHECKED BY Tan/Gray Silty Clayey Fine SAND (SC-SM) J. Vickers MATERIAL DESCRIPTION PROJECT NAME PROJECT LOCATION GROUND ELEVATION GROUND WATER LEVELS: ESTIMATED SEASONAL HIGH GWT --- AFTER DRILLING --- HOLE SIZE 3 DEPTH TO GROUNDWATER AT TIME OF DRILLING --- SAMPLE TYPE NUMBER Yard Debris Pit Jackson County RECOVERY % (RQD) Jackson County, Florida BLOW COUNTS (N VALUE) POCKET PEN. (tsf) DRY UNIT WT. (pcf) MOISTURE CONTENT (%) ATTERBERG LIMITS LIQUID LIMIT PLASTIC LIMIT PLASTICITY INDEX FINES CONTENT (%) Tan Slightly Silty Fine SAND with Trace of CLAY (SP-SM) Gray Silty Clayey Fine SAND (SC-SM) 2.5 GEOTECH BH COLUMNS YARD DEBRIS PIT JACKSON COUNTY.GPJ GINT STD US LAB.GDT 11/5/ Boring Termination Depth at 8.0 feet. AU

38 Survey

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