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Home My WebLink About20071670 Ver 1_Application_20071105~~-~~G7o APPLICATION FOR DEPARTMENT OF THE ARMY PERMIT (33 CFR 3251 002- 033~f ~f-!lo OMB APPROVAL NO. 0710-0003 Expires December 31, 2004 The Public burden for this collection of information is sestimated to average 10 hours per response, although the majority of applications should require 5 hours or less. This includes the time for reviewing instructions, searching existing data sources, gathering and maintaining the data needed, and completing and reviewing the collection of information. Send comments regarding this burden estimate or any other aspect of this collection of information, including suggestions for reducing this burden, to Department of Defense, Washington Headquarters Service Directorate of Information Operations and Reports, 1215 Jefferson Davis Highway, Suite 1204, Arlington, VA 22202-4302; and to the Office of Management and Budget, Paperwork Reduction Project (0710-0003J, Washington, DC 20503. Respondents should be aware that notwithstanding any other provision of law, no person shall be subject to any penalty for failing to comply with a collection of information if it does not display a currently valid OMB control number. Please DO NOT RETURN your form to either of those addresses. Completed applications must be submitted to the District Engineer having jurisdiction over the location of the proposed activity. PRIVACY ACT STATEMENT Authorities: Rivers and Harbors Act, Section 10, 33 USC 403; Clean Water Act, Section 404, 33 USC 1344; Marine Protection ,Research and Sanctuaries Act, 33 USC 1413, Section 103. Principal Purpose: Information provided on this form will be used in evaluating the application for a permit. Routine Uses: This information may be shared with the Department of Justice and other federal, state, and local government agencies. Submission of requested information is voluntary, however, if information is not provided the permit application cannot be evaluated nor can a permit be issued. One set of original drawings or good reproducible copies which show the location and character of the proposed activity must be attached to this application (see sample drawings and instructions) and be submitted to the Dist i i~{k ju~over the location of the proposed activity. An application that is not completed in full will be returned. ~ 1. APPLICATION NO. 2. FIELD OFFICE CODE 3. DATE~~EI~~ ~J007 4. DATE APPLICATION COMPLETED r-y ~ e _ L 1 /ITFMC RFI nW Tn aF crr / cr+C~d9 ~tv'~.;fAg~n-P~l~~ 5. APPLICANT'S NAME 8. AUTHORIZED AGENT'S NAME AND TITLE Ian event is not reauiredl US Coast Guard US Army Corps of Engineers 6, APPLICANT'S ADDRESS 9. AGENT'S ADDRESS Civil Engineering Unit, 1240 E. Ninth Street, Environmental Resources Section Cleveland, Ohio 44199-2060 © PO Box 1890, Wilmington, NC 28402 7.. APPLICANT'S PHONE NOS. W/AREA CODE 10. AGENT'S PHONE NOS. W/AREA CODE a. Residence Mr . Ray Pipak a, Residence Mr . Jeff Richter b. Business 216 - 9 0 2- 6 2 2 7 ~ b. Business 910-251-4636 1 1 • STATEMENT OF AUTHORIZATION I hereby authorize, US Army Corps of Engineers to act in my behalf as my agent in the processing of this application and to tarnish, upon request, supplemental information in support of this permit application. APPLICANT'S SIGNATURE DATE NAME, LOCATION AND DESCRIPTION OF PROJECT OR ACTIVITY 12. PROJECT NAME OR TITLE /see instructions: Maintenance Dredging at USCG Station Emerald Isle 13. NAME OF WATERBODY. IF KNOWN mAn„itn»erFi 114. PROJECT STREET ADDRESS lif eppiicabiel Bogue Inlet/Bogue Sound 15. LOCATION OF PROJECT Carteret NC 11101 Station Street Emerald Isle, NC 28594 COUNTY STATE ! !6. OTHER LOCATION DESCRIPTIONS, IF KNOWN, tseeinstructionsl - Emerald Isle beach and offshore, Corps Disposal areas on AIWW, and USCG access channel 17. DIRECTIONS TO THE SITE From Swansboro, proceed E on NC 24, Turn R on NC 58, cross AIWW, turn R on Coast Guard Road, drive approx 3 miles, then R on Station Street, which goes to USCG Station Emerald Isle 4 u 7 EDITION OF FEB 94 IS OBSOLETE. (Proponent: CECW-OR) 18. Nature Of ACCIVIty (Description of Project, include all featuresl Over 10 year life of project, maintenance dredging on an as-needed basis of shoals in USCG Station Emerald Isle basin and access channel, to authorized depth of -6' mean lower low water (MLLW) with 2' of allowable overdepth. Preferably disposal on Emerald Isle Beach. Although unlikely, disposal could occur in adjacent waters, in nearshore disposal area, or in confined upland facilities (most likely DA 60 and 61) at confluence of AIWW and Bogue Inlet 19. PfOject PurpOSe (Describe the reason or purpose of the project, see instructions! Maintain safe navigation in basin and access channel for USCG in execution of its mission in area of responsibility, which covers approx 50 nautical miles of the AIWW (from Bogue Inlet to Surf City) and to 30 nautical miles offshore. USE BLOCKS 20-22 IF DREDGED ANDlOR FILL MATERIAL IS TO BE DISCHARGED 20. Reasonfs) for Discharge Discharge of dredged material 21. Type(s) of Material Bein~t Discharged and the Amount of Each Tvoe in Cubic Yards Sediment sampling in May 2007 revealed beach quality sand. Quantity would depend on amount present in shoals at time of dredging 22. Surface Area in Acres of Wetlands or Other Waters Filled /seeinsrrucrionsl Entire project area covers 100 acres, although dredging would be done only where necessary, and disposal would be in previously used areas 23. Is Any Portion of the Work Already Complete? Yes Q No IF YES. DESCRIBE THE COMPLETED WORK Basin and channel exist, only maint dredging proposed. All disposal areas exist and have been used in past. 24. Addresses of Adjoining Property Owners, Lessees, Etc., Whose Property Adjoins the Waterbody (If more than can be entered here, please attach a supplemental list). Marty and Doreen Baum 116 Bogue Court Emerald Isle, NC 28594 Michelle Hicks 303 Channel Drive Emerald Isle, NC 28594 25. List of Other Certifications or Approvals/Denials Received from other Federal, State or Local Agencies for Work Described in This Application. AGENCY TYPE APPROVAL* IDENTIFICATION NUMBER DATE APPLIED DATE APPROVED DATE DENIED not restricted to zoning, building and flood plain permits 26. Applicatio e b m e for a permit or permits to authorize the work described in this application. I certify that the information in this appiicatio c p t and accurate. I further certify that I possess the authority to undertake the work described herein or am acting as the duly oath e a n o~be applicant. GNAT~IRE OF APPLICANT ~19. ~Z_ DATE DATE SIGNATURE OF AGENT The placation must be signed by the person who desires to undertake the proposed activity (applicant) or it may be signed by a duly out razed agent if the statement in block 11 has been filled out and signed. 18 U.S.C. Section '1001 provides that: Whoever, in any manner within the jurisdiction of any department or agency of the United States knowingly and willfully falsifies, conceals, or covers up any trick, scheme, or disguises a material fact or makes any false, fictitious or fraudulent statements or representations or makes or uses any false writing or document knowing same to contain any false, fictitious or fraudulent statements or entry, shall be fined not more than 510,000 or imprisoned not more than five years or both. Robert G Casey Estate PO Box 40062 Jacksonville FL 32231 Harold & Edna Comer C Wood Farms Rd Swansboro, NC 28584 Albert F Murray Jr 419 Channel Drive Emerald Isle NC 28594 Robert B & Marilyn DeVries 418 Channel Dr Emerald Isle NC 28594 Robert E & Katie Stephenson 5516 Yates Pond Rd Raleigh 27606 James & Carol Osika 413 Channel Drive Emerald Isle NC 28594 Marcellus E Roberson 4914 Tremont Dr Raleigh NC 27609 Everette Hews Ellinwood Jr 3519 Tonbridge Way Durham NC 27709 Doris Slack 407 Channel Dr Emerald Isle NC 28594 Ann N Glennon 2008E 4th Street Greenville NC 27858 Eugene D & Stella Jackson 103 W Riverside Dr Smithfield NC 27577 Charles B Strickland 137 Quail Croft Drive Goldsboro NC 27534 Floyd N Chandler c/o Ruth Calais 2253Holllingshed Rd Irmo SC 29063 Mary B Cameron 1101 Sioux Dr Jacksonville NC 28540 Robert E King 815 Decatur Rd Jacksonville NC 28540 Roger and Marlene A Taylor Tr 2 Box 209 Keyser WV 26726 Henry M III and Annita Best 319 Channel Dr Emerald Isle NC 28594 Robert W Powell Trust 303 Glen Oaks Dr Goldsboro NC 27530 Thomas J Cottle Jr PO Box 162 Raleigh NC 27602 Robert R Jr & Mary Isenhour 313 Channel Dr Emerald Isle NC 28594 Nancy S Flem Living Trust 4269 Berryhill Ln Cincinnati OH 45242 Robert W & Alma Strickland 133 Quail Croft Dr Goldsboro NC 27534 Lyle D & Judith Gardner 1061 Vestavia Woods Dr Raleigh NC 27615 Clifton W Thomas11005 Harness Cir Raleigh NC 27614 Judith C Garner 1229 Stone Creek Way Raleigh NC 27615 Stephen C Divita 305 Channel Dr Emerald Isle NC 28594 Michele Hardy Hicks 303 Channel Dr Emerald Isle NC 28594 Edward L & Tee Leide13680 Sugar Hill Dr Jensen Beach FL 34957 George F Spell PO Box 5459 Emerald Isle NC 28594 Mary Neal Mills 1700 Dubose Road Kinston 28501 Patric R & Jenifer Hogan 49 Coolidge Ave Glen Falls NY 12801 Peter Sargeant 1703 St George Place Kinston NC 28501 Joseph & Sheil Yakupkovic 8645 Buckhorn Plantation Rd Sims NC 27880 Gordon Vermillion 1705 Crawford St Kinston NC 28504 Thomas & Teresa Hepler 6213 Braesmeadow Cir Raleigh NC 27612 Reid Realty Management LLC 3437-7 Lakes West West End NC 27376 John P Culge 2070 Cape Horn Rd Hampstead MD 21074 Deanne Adams 11110 Inlet Dr Emerald Isle NC 28594 Mary Elizabeth Nery 836 Daniels St Raleigh 27605 Lloyd E & Gertrude Bennett 3435 Triplet Rd Triplet VA 23868 Martin Baum 6012 Farm Pond Rd Apex NC 27523 Nell D Johnson PO Box 1958 Cary NC 27512 Robert and Donna Townsend 11115 Inlet Dr Emerald Isle NC 28594 Hugh A and Denise G Donahue 4 Pheasant Ln Chadds Ford PA 19317 Bruce A & Denise J Ange1313 Bogue Ct Emerald Isle NC 28594 Wilma F Nelson PO Box 5144 Emerald Isle NC 28594 John Ulysses Vick 1705 Lookout Pt Raleigh 27612 107 Bogue Ct Gail H Ray 7409 Amaris Ln Raleigh NC 27612 105 Bogue Ct H Wayne & Faye K Mohorn 2 Laurel Cove Greensboro NC 27455 Charles B Davis III 728 Lakestone Dr Raleigh NC 27609 Larry D Almond 1120 Baron Dr Waxhaw NC 28173 Maynard H Hicks c/o Joanne Landon 1401 Heritage Links Dr Wake Forest NC 27587 Jeffrey R Boak PO Box 13004 Research Triangle Park NC 27709 421 Channel Dr Robert G Casey Estate PO Box 40062 Jacksonville FL 32231 419 Channel Dr Harold & Edna Comer C Wood Farms Rd Swansboro, NC 28584 417 Channel Dr Albert F Murray Jr 419 Channel Drive Emerald Isle NC 28594 418 Channel Dr Robert B & Marilyn DeVries 418 Channel Dr Emerald Isle NC 28594 415 Channel Dr Robert E & Katie Stephenson 5516 Yates Pond Rd Raleigh 27606 413 Channel Dr James & Carol Osika 413 Channel Drive Emerald Isle NC 28594 411 Channel Dr Marcellus E Roberson 4914 Tremont Dr Raleigh NC 27609 409 Channel Dr Everette Hews Ellinwood Jr 3519 Tonbridge Way Durham NC 27709 407 Channel Dr Doris Slack 407 Channel Dr Emerald Isle NC 28594 405 Channel Dr Ann N Glennon 2008E 4th Street Greenville NC 27858 403 Channel Dr Eugene D & Stella Jackson 103 W Riverside Dr Smithfield NC 27577 401 Channel Dr Charles B Strickland 137 Quail Croft Drive Goldsboro NC 27534 327 Channel Dr Floyd N Chandler c/o Ruth Calais 2253Holllingshed Rd Irmo SC 29063 325 Channel Dr Mary B Cameron 1101 Sioux Dr Jacksonville NC 28540 323 Channel Dr Robert E King 815 Decatur Rd Jacksonville NC 28540 321 Channel Dr Roger and Marlene A Taylor Tr 2 Box 209 Keyser WV 26726 319 Channel Dr Henry M III and Annita Best 319 Channel Dr Emerald Isle NC 28594 317 Channel Dr Robert W Powell Trust 303 Glen Oaks Dr Goldsboro NC 27530 315 Channel Dr Thomas J Cottle Jr PO Box 162 Raleigh NC 27602 313 Channel Dr Robert R Jr & Mary Isenhour 313 Channel Dr Emerald Isle NC 28594 311 Channel Dr Nancy S Flem Living Trust 4269 Berryhill Ln Cincinnati OH 45242 309 Channel Dr Robert W & Alma Strickland 133 Quail Croft Dr Goldsboro NC 27534 307 Channel Dr Lyle D & Judith Gardner 1061 Vestavia Woods Dr Raleigh NC 27615 307 N condo Clifton W Thomas11005 Harness Cir Raleigh NC 27614 307 S condo Judith C Garner 1229 Stone Creek Way Raleigh NC 27615 305 Channel Dr Stephen C Divita 305 Channel Dr Emerald Isle NC 28594 303 Channel Dr Michele Hardy Hicks 303 Channel Dr Emerald Isle NC 28594 301 Channel Dr Edward L & Tee Leide13680 Sugar Hill Dr Jensen Beach FL 34957 (Island) George F Spell PO Box 5459 Emerald Isle NC 28594 205 Channel Dr Mary Neal Mills 1700 Dubose Road Kinston 28501 203 Channel Dr Patric R & Jenifer Hogan 49 Coolidge Ave Glen Falls NY 12801 201 Channel Dr Peter Sargeant 1703 St George Place Kinston NC 28501 104 Inlet Ct Joseph & Sheil Yakupkovic 8645 Buckhorn Plantation Rd Sims NC 27880 105 Inlet Ct Gordon Vermillion 1705 Crawford St Kinston NC 28504 11108 Inlet Dr Thomas & Teresa Hepler 6213 Braesmeadow Cir Raleigh NC 27612 11108 Inlet Dr Reid Realty Management LLC 3437-7 Lakes West West End NC 27376 John P Culge 2070 Cape Horn Rd Hampstead MD 21074 11110 Inlet Dr Deanne Adams 11110 Inlet Dr Emerald Isle NC 28594 112 Bogue Ct Mary Elizabeth Nery 836 Daniels St Raleigh 27605 114 Bogue Ct Lloyd E & Gertrude Bennett 3435 Triplet Rd Triplet VA 23868 116 Bogue Ct Martin Baum 6012 Farm Pond Rd Apex NC 27523 119 Bogue Ct Nell D Johnson PO Box 1958 Cary NC 27512 117 Bogue Ct Robert and Donna Townsend 11115 Inlet Dr Emerald Isle NC 28594 115 Bogue Ct Hugh A and Denise G Donahue 4 Pheasant Ln Chadds Ford PA 19317 113 Bogue Ct Bruce A & Denise J Ange1313 Bogue Ct Emerald Isle NC 28594 111 Bogue Ct Wihna F Nelson PO Box 5144 Emerald Isle NC 28594 109 Bogue Ct John Ulysses Vick 1705 Lookout Pt Raleigh 27612 107 Bogue Ct Gail H Ray 7409 Amaris Ln Raleigh NC 27612 105 Bogue Ct H Wayne & Faye K Mohorn 2 Laurel Cove Greensboro NC 27455 Charles B Davis III 728 Lakestone Dr Raleigh NC 27609 101 Bogue Ct Larry D Almond 1120 Baron Dr Waxhaw NC 28173 Maynard H Hicks c/o Joanne Landon 1401 Heritage Links Dr Wake Forest NC 27587 Jeffrey R Boak PO Box 13004 Research Triangle Park NC 27709 Basin - 34° 38'55.31" N 77° 05'44.97"W Access Channel - 34° 39'03.11" N to 34° 40'01.37" N 77° 05'43.65"W 77° 05'40.74"W Beach Disposal area (approx start on West end) - 34° 38'40.18" N 77° 05'27.06"W Nearshore (approx on West end) - 34° 38'29.96" N 77° OS' 17.72"W DA 60 - 34° 40' 13.85" N 77° 05'29.87"W DA 61 - 34° 40' 15.11" N 77° 06'00.58"W -. T b"` � � " S ,. %� r 3.M � _ .... _ ATTACHMENT A Location and Results of Borings $Cra~e Vihracore~ 5oat ,r^~rYs*.,.~' ~s9isi$ NrY'hirg ~:.or'~e ...:Czpih I Peixlra:w~~ ' ,. . RadNis , B~nng Neadiny a~~-~ ~,ia rvy ~~IPl.i' -~~ ;~ -~ E '-l 'E ~ :3-it i3o1 ~ ~ _ 20" 1~ ~~a '~ ~.. ~~, ~.a= ~ ~_w s. _~ .~w. ~_ _~:. , >Y ~fi EICG-V-07-02 Hr71e Nn_ F~ ! t`r.-n7 -v-t DRILLING LOG DIVISION SOU-H ATLANTIC INSTALLATION wtLMINGTON i.ISTFICT SHEET -1-- OF 1 SHEETS 1. PROJECT 10 SIZE AND TYPE OF Bli 4,~ [T i LI- V i UraCOre Et.1ERALD I LE GOAjT f, IJARD STATION 11 DATUM FOR ELEVATION SHOW17HM wY5L1 2 LOCATION fCOYdlrores ar S/pf/pnl MLL w N340©62 E25; 22A5 NGNAD 83 t2. MANUFACTURER'S DESiGNAT10N OF DRILL 3. DRILLING AGENCY VIBRAGORF 0/B SNELI WILMINGTON DISTP.ICT of OVER- •OIS TURBED 'UNDISTURBED TOr AL No ta 4. HOLE NO !AS Brown an drowlnq Ilfh` 1 . . BURDEN SAMPLES TAKEN ~ q - 0 one Rk nuel4rl : E I CG-07 -V- 74 TOTAL NUMBER CORE BOxES N/A S. NAME OF DRILLER LFSTER GAUGHF f L'P,ANE OPERA?GP. D/B SHELL 1 . 15. ELEVnnoN GROUND wnTER N/A 6. DIRECTION OF HOLE FROM VER T N WED DEC Q 16. DATE HOLE :STARTED 'COMPLETED ,/72/07 :5/22/07 . . I [~ VERTICAL CL t7. ELEVATION TOP OF HOLE 0. 0' MI LVJ 7. THICKNESS OF OVERBURDEN N:'A ( 6 • 2 Of Wat ef" ) _ t8. TOTAL CORE RECOVERY FOR BORING N/A 7. 8. DEPTH DRILLED INTO ROCK 0. D' 19. SIGNATURE OF M15PECTOR 9. roTU DEPTH of HOLE 16.2' LARRY BENJAMIN CIVIL ENGINEERING TECH_ ELEVgT10N DEPTH LEGEND CLASSIFICATION OF MATERIALS ~ CORE RECOV- BOX OR SAMPLE REMARKS lOrlulnp flap wo/el lass, depAN I+1L L.W f- eet lGfsC/a p1/W ERY NO. wevNlrlnrJ, dc. 11 slgN/kANr Oa0 0 Li. O' TO 6.2' W4TER Time begin vibracoring: 1142 nrs Soils described by Larry Benjamin, Civ. Eng. Tech_ NOTE: TOP OF HOLE is de- fined as the surtace of CHANNEL BOTTOM @ E. 2_r __ 6.2' - Water and compensation is mod for the actual tide -6.2 6.2 SP- GrOY I Sh TOII. COCrSe 1 e Such tha* the top o` hal e • • r I graded sand i D EL MLLw D , y poo 6.~ . s . ,~, 8 0, VIBRACORE BORING 8. ------- From 0. 0' ro 10.0' • • 2 Ran 10.0` P,sc:7.0' • ' B•5~ Top of vlbracore soil ' sarnp l e i s I ogged as the • ~ • aC P.a n/Channel GOttOm , , when the run is greater 10.0' than the recovery. ttie 10 -3 difference is depic+ed Assurr~d Not Recovered • 0.5 • _ _ ~ Cammer ci al 5oi IS IoD I N clossi4l e:] saRp les accorninq I ' ' 1 2 - ~' to A$TM G745T 12. 12.2' , •! l T d ~ I • • an co ore ----- - 12.5 • i,5.2~ LAB CLASSIFICATION -13 2 3.2 ASSUMED NOT RECOVERED Jar Number Classification 14.0 1 SP 2 SP 3 NOT TESTED 4 NOT TESTED 16.0 -16.2 16.2 BOTTOM OF HOLE AT 16.2' NOTE: HOLE TERMINATED AT PREDETERMINED SOILS ARE FIELD VISUALLY DEPTH OF 10.0' CLASSIFIED [N ACCORDANCE WITH THE UNIFIED SOIL CLASSIFICATION SYSTEM ENG FORM 1836 PREYIOVS EDIipNS ARE OBSOLETE. PROJECTS MERALD ISLE COAST HOLE N0. MAR 71 GUARD STA7[ON EICG-07-V-1 ..\Borings\WorkinglEICG2007.dgn 7/31/2007 12:29:54 PM U. S. SIEVE OPENWG N1 INCHES I U.S. SIEVE NUY8ER5 I HYDR011ETER 8 ~ J 2 I,5 1 314 1RLa 7 6 e10 t 18 20 ~0 ~0 ~'0 60 1001~0~ 100 - -- 95 -- 90 -- 85 - 80 75 70 r 65 x ~ - - 6D > 55 m w - -- 5D z r 45 z w ~ 40 w a - 35 30 25 -- 20 15 1D 5 0 100 10 1 0.1 0.01 0.001 GRAIN SIZE 1N MILLIMETERS ~RAVE --- o ND SILT OR CLAY COBBLES ~ fine coarse med fine m Specimen ID Depth Classification LL PL PI Cc Cu • EICG-07-V-1-1 6.2 Olive gray poorly graded sand, SP 1.05 1,54 m 6.7 s e s * --- O Specimen ID Depth D100 D60 D30 D10 °kGravel %Sand %Silt %Clay • EICG-07-V-1-1 6.2 4.76 0.209 0.173 0.136 0.0 99.4 0.6 m 6.7 ~ - 1F - - O GRAIN SIZE DISTRIBUTION _ C ~L, PROJECT NAME: USACOE a11d ' CATLIN NAME: USACOE GEOTECHNICAL LABORATORIES CATLIN NUM.: 202-062 wr.ra.,.Ne CITY: Emerald Isle Coast Guard PREPARED FOR: USACOE U.S. SIEVE OPENING IN INCHES I U.S. SIEVE NUMBERS 1 HYDROMETER 6 ~ J ~ 1.5 1 3H Il2ale J 6 610 t i8 ~ 30 ~ SO 60 100 146 200 100 95 90 85 BO - 75 70 - -- 65 ~ 80 - - - Y 55 m 2 ~ LL H45 2 W __ - ~ 40 w a 35 30 25 -- 20 - 15 - 10 5 0 100 10 1 0.7 0.07 0.0 GRgIN SIZE IN MIWMETERS 01 GRAVEL SAND SILT OR CLAY COBBLES coarse fine coarse medium floe Specimen ID Depth Classification __ LL PL PI Cc Cu • EIC(3-07-V-1-2 8.0 Olfve gray poorly graded sand, SP 0.93 1.45 m 8.5 s e O Specmen ID Depth D100 D80 D30 D10 %Gravel °~Sand Silt °kClay • EICf3-07-V-1-2 8.0 4.76 0.19 0.152 0.131 0.0 99.4 0.3 m 8.5 O GRAIN SIZE DISTRIBUTION PROJECT NAME: USACOE 01td CATLIN NAME: USACOE GEOTECHNICAL 1A80RgTOR1ES CATLIN NUM.: 202.082 .+..`.,~ CITY: Emerald Isle Coast Guard PREPARED FOR: USACOE Hole No. EICG-07-v-2 DRILLING lOG orvlsloN T SOIJIH illl AN ,L W$TALLATK)N WILMINC,TON DI$~R1CT SHEET -1 _ of 1 SHEErS 1. PROJECT 10. SIZE AND TYPE OF BIT 4 ~ U ~ ~~. V i br aCOre EMERALD 1 $LE COAS I utlARlj S i AT I DN 11. DATUM FOR ELEVATION SHOWN'BU a MSU 2 LOCATIONlCaordlmlesar$1a1/pn! MLLW N2571 679 E33881 7 I'JCNAGB) 12 MANUFACTURER'S DESIGNATION OF DRILL 3 DRILLWG acENCY VIBRACORE D/B SNELL WILMINGTON C'ISTRICT TOT R O NO OF OVER- 'DIST T RB E ' 4, HOLE NO. fN slwn M drolrl/g llpe n EICG - o r v -2 AL . U UNDIS . B D U ED BlN2DEN SAMPLES TAKEN 4 <] x amoer, . and 14 TOTA NUMBER CORE BO%ES 5 NAME F RI LER . L N/A O D L LESTER GAUGHF (CRANE 0~'ERA ifJF D/B SNEL I_ I 15. ELEVATION GROUND WATER pJ/A 6. DIRECTION OF HOLE ;STARTED •COMPLETED +6. DATE HOLE © VERTICAL [] INCLINED DEC FROM VERT .,/22/07 .5/22/07 . . 17. ELEVATION TOP OT HOLE 0 G' MLLW 7. THICKNESS OF OVERBURDEN N/A 18.2 Of Woter . t8. TOTAL CORE RECOVERY FOR BORWG N/q '/. B DEPTH DRILLED WTO ROCK O. O 19. SICNAT URE OF INSPECTOR 9, TOTAL DEPTH OF HOLE 18.2' LARRY BENJAMIN CI'JIL ENGINEERING TECN. ELEVATION DEPTH LEGEND CLASSIFICATION OF MATERIALS ~ CORE RECOV- BO% OR $ANPLE REMARKS (Drilling !/np, wolsr lass. deP,nd MLLW Feet (OescrlAllonl ERY NO. , wevJhrrlnq, Nc lI slpn!/lcnr0 0.0 0 0. 0' TO 8.2' W4TER Tina: begin vlbracoring: 1152 hrs Soils described by Larry Benjamin. Civ. Eng. Tech. NOTE: TOP OF HOLE is de- fined as the surface of -8 2 8 CHANNEL BOTTDN @ 8.2' 8.2` - Water and compensation is d th f i . 8.2 - -- SP- Tcn. coarse. - poorly- 1 ma or e e actual t de such that i'he top of Hole •••' graded sand is 0-o EL MLLW. • 8.7 • vIBRACORE 80RING 10.0 10.0' From D. 0' to 10.0' •_~ 2 Run tO.C' Rec:6.8' • 10.5' Top of vibracore soil • sample is logged as the ' ocean/cnar.nel bottom ,~, When the run is greater 12.0' +nan the recovery. the 12.0 difference is depicted • 3 Assumed Noi Recovered • NOTE: Commercial soils lao • classified samples according to AS1M 02457 1a.o 1 4 . D ` - _ --- 4 I LAB CLASS IiICATION • 15.0' 14.5 -15.0 1 5 • ,Jar ASSUMED NOT RECOVERED Nu er Classification 16.0 1 SP 2 NOT TESTED 3 NOT TESTED 4 NOT TESTED -t 8.2 18.~ BOTTOM OF HOLE AT 18.2' NOTE: HOLE TERMINATED AT PREDETERMINED SOILS ARE FIELD VISUALLY DEPTH OF 10.Or CLASSIFIED IN ACCORDANCE WITH THE UNIFIED SOIL CLASSIFICATION SYSTEM ENG FORM 1836 PREVIOUS EDITIONS ARE OBSOLETE. PRO'IECTEMERALD ISLE CDA$T HOLE NO. ., MAR 71 laU H1tU J I H 1 I VN " "'" " ..16oringslWorking\EICG2007.dgn 7/31/2007 12:32:33 PM V.S. SIEVE OPENING IN WCHES 1 U.S. SIEVE NUM6ERS I HYGROMETER 6 4 J 2 1.5 1 14 112 3 4 6 °10 1416 2f1 30 ~ 50 ~ 100120° 100 95 90 BS 80 75 - 70 - ~~ x BO - > 55 m w 50 z LL I- 45 z w ~ 4D w a 15 30 25 20 15 10 5 0 100 10 1 0.1 0.01 0.0 GRAIN SIZE IN MILOMETERS 01 BRAVE 8 C W ND 08 LES coal fine ~ coarse med m SILT OR CLAY Specimen ID Depth Classification LL PL PI Gc Cu • EICG-07-V-2-1 8.2 Ollve gray poorly graded sand, SP 1.02 1.68 m 8.T a s O Specimen ID Depth D100 D60 D30 D10 °kGravel %Sand %Si lt %Clay • EICG-O7-V-2-1 8.2 4.76 0.245 0.182 0.146 0.0 98.8 O.Z m 8.7 O _ GRAIN SIZE D ISTRIBUTION ` PROJECT NAME:USACOE wand CATUN NAME: t1SACOE GEOTECHNICALIABORATORIES CATONNUM.~ 202.062 ~»~+~~ CITY: Emerald Isle Coast Guard PREPARED FOR: USACOE Hnla Nn rrrc_n,_v_x ENG FORM 1836 PREVIOUS EDITIONS ARE OBSOLETE. PROJECTEMERALD ISLE COAST HOLE No. MAR 71 GUARD STATION EICG-07-V-3 .~.\Borings\Working\EICG2007.dgn 7/31/2007 12:34:00 PM GRILLING LOG DIVISION SOUTH hJLANfIC INSTALLATION WILMINGTON `ISTR ICI SHEET -_- OF 1 SHEETS 1 PROJECT 10. SIZE AND TYPE OF RIT q" U i a. V i bracoro EMERALD ISLE CU.A 51 GUARD STArION II DATUM FOR ELEVATION SHOW176Y aNSU 2 LOCATION tRaO/Mes or 5101lpi) ML L W E2572461 N27657fl NCN ADd3 12. MANUFACTURER'S DESICNATK)N OF DRILL 3. DRILLING AGENCY STRICT W?IMI GTON VIERAGDRF D/E> SNEI.I- N DI 13 TOTAL NO OF OVER- DISTURBED UNDISTURBED 4 MOLE NO. fAs s/wn on Urowlny 1111e am Ille rtmlEer7 E I CG--O ~ ..V- : BURDEN SAMPLES TAKEN ~ ~ 0 NAME OF GRILLER 5 14. TOTAL NUMBER CORE BO%ES N /A . LESTER GAUGHF (CRANE OPERATOR C%B SN~LL I 15. ELEVATION GROUND wnrER NiA 6. DIRECTION OF HOLE t6. DATE HOLE ,STARTED COMPLETED vER7ICA1 © ^ INCLNEO DEG. FROM vERT. 'S/22/G7 ~ 5/22/07 I7 ELEVATION TOP OF MOLE D (j' MLLW 7. THICKNESS OF OVERBURDEN N/A (3. O Of WQter) . 18 TOTAL CORE RECOVERY FOR BORING N/A / 8. DEPTH DRILLED MTO ROCK 0, 0' . 19 SIGNATVRE OF INSPECTOR s. TorA1 DEPTH OF HOLE 13.0 LARRY BENJAMIN C]VfL ENGINEERING TECH. ELEVATION DEPTN LEGEND CLASSIFICATION OF MATERIALS / CORE RECOV- BOX OR SAMPLE REMARKS fA-lnlnq rlme, worst Joss. aeprn o! PAL L W Feet e rlaSCrlpllonl ERY NO. / wm7Jbrl rq. elc. Jf slpM/IcwVl 0.0 0 0. 0' TO ?. C' W'~1iER Time begin vibracorinq: 1205 hrs Soils described by Larry ©enj omi n. Civ. Eng. Tech. -3 0 3 CHANNEL BOTTOM ~ 3. 0' 3. 0' . • • _ SP--Tan. coarse. poor I raded sand y 1 _ _ _ NO1L: roP OF HOLE is de- . g 3 b fined as the surface of ' water and compensat.on is mode for- the actual tide such tha+ the too of hole • is 0.0 EL MLLW. 5.0 2 V(BRACORE BORING •.• 5 5 From 0. 0' to 10.0' ' ' • . Ran 10.0 Rec: 7.8 ' Top of vibracore Sail • sample is logged as the 7 0 • 7 C' ocean/channel bottom . • 3 When the run is greater • • than the recovery. the • 7 S• difterence is depicted • IASSUmed Not Recovered 8 . 4 ' 8 . 4 ' ~- - - ---- 9.0 SM- Dark gray. fine S i I fy Sand W I th she I I fro~ments q 8. 9 NOTE: Comrwrr.tol soy Is loo classiff ed sartples according to AsTM Dz4s7 ~_A9 CLASSIFICATION -10 6 10.6' .tar . 11.0 ASSUMED NOT RECOVERED Number class~tlcation 1 SP 2 SP 3 SP 4 NOT TESTED -13 0 13 0 . . BOTTOM OF HOLE AT 13.0' NOTE: HOLE TERMINATED AT PREDETERMINED SOILS ARE FIELD VISUALLY DEPTH OF 10.0' CLASSIFIED IN ACCORDANCE WITH THE UNIFIED SOIL CL ASS [FICATION SYSTEM U.S SIEVE OPENING IN INCHES I U.S. SIEVE NUMBERS I HYDROMETER 8 ~ 3 2 1.8 t 714 128 ] 6 810 t t6 070 10 50 60 700140200 100 95 90 65 >~ - "- 75 70 r 65 x ~ -- ~ m 55 w 50 z F- 45 z w ~ a0 w a 35 -_ __ 30 25 20 -- 15 10 5 0 100 10 1 0.1 0.01 0.001 GRAIN SIZE IN MILLIMETERS GRAVEL SAND SILT OR CLAY COBBLES coarse fine coarse medium me Specimen ID Depth Classification ll PL PI CC Cu • EICG-07-V3-1 3.0 Olive gray poorly graded sand, SP 0.93 1.48 m 3.5 - s e s O Specimen ID Depth D100 D6D D30 D10 °r6Gravel %Sand %Silt %Clay • EICG-07 V-3-1 3.0 4.78 0.193 0.153 0.13 0.0 98.9 1.1 m 3.5 - -- * O GRAIN SIZE DISTRIBUTION _ _ n PROJECT NAME: USACOE '"~ Crnw NAME: usnCOE GEOTECHNICAL LABORATORIES CATLIN NUM.: 202-062 ~..om~..~ CITY: Emerald Isle Coast Guard PREPARED FOR: USACOE U. S. SIEVE OVENINO IN INCHES l D.S. SIEVE NUMBERS I HYDROMETER e 4 3 2 1.5 1 ]N 1l2~ ] 6 e101 16 >D 40 50 e0 100140 ~0 100 95 90 85 - 80 7 5 70 - - 65 F 60 m 55 5 -- - = 0 45 W ~ 40 W a -- - 35 30 25 2 0 15 -- - 10 5 0 100 10 1 0.1 0.01 D.0 GRAIN SIZE IN MILLIMETERS 01 C0 LES GRAVEL SAND 88 coarse fine coarse medium fine SILT OR CLAY Specimen ID Depth Classification LL PL P1 Cc Cu • EICG-07-V-3-2 5.0 Olive gray poorly graded sand, SP 0.93 1.41 m 5.5 $ e O Specimen 10 Depth D100 D60 D30 D10 %Gravel %Sand 96Si lt %Clay • EICG-07-V-3-2 5.0 4.T6 0.183 0.148 0.129 0.0 99.2 0.8 m 5.5 0 GRAIN SIZE DISTRIBUTION _ _ ca..~ n PROJECT NAME: USACOE BSS °"d 8gFJ4I15i5 CATLIN NAME: USACOE GE07ECHNICAL LABORATORIES CATLIN NUM.: 202-062 ~~~ CITY: Emerald Isle Coast Guam PREPARED FOR: USACOE U.S SIEVE OPENING IN INCHES I U.S SIEVE NUMBERS I HYGROMETER 6 4 3 2 1.5 1314 12318 ~ • 6 610 1476 20 70 40 ~ 60 700140200 100 95 90 85 80 - 75 7 0 f- 65 c? -- ~ > 55 m w - 50 z LL F 45 z w ~ 40 W a 35 2 5 20 {5 0 - 1 -- 5 0 100 10 1 0.1 D.Ot 0.0 GRAIN SIZE IN MILOMETERS 01 GRAVEL S AND COBBLES ~a~ rine ~~ ~d u c~ SILT pR CLAY Specimen ID Depth Classification LL PL PI Cc Cu • EICG-07 V-3.'i 7.0 Ollve gray poorly graded sand, SP 0.91 1.51 m 7.5 s e O Specimen ID Depth D100 D60 D30 D10 %Gravel 9'oSand %Si lt %Clay • EICG-07•V-3-3 7.0 4.76 0.192 0.149 0.127 0.0 96.9 26 m 7.b -- • O GRAIN SIZE DISTRIBUTION ` =n PROJECT NAME: USACOE ~ SC~S cnnlN NAME: usACOE GEOTECHNICAL IABORATORIES CATLIN NUM.: 202-062 ir.~`....~ CITY: Emerald Isle Coast Guard PREPARED FOR: USACOE Hole No. EICG-07-V-4 DRILLING LOG DIVISION SOIITH ATLANTIC INSTALL AT K)N M ItJG TON DISIR ICT Wll SMEET -~ - _ OF 1 SHEETS 1. PROJECT 10. SIZE AND TYPE OF 81T 4 ° D I a. V i braCOre EMERALD ISLE COAST GUARD STArI O:^: II. DATUM FOR ELEVATION $HOWN'BY or YSU 2. LOCATION (CardfnNes a• Sld/ml ML L W C25?2511 N335783 NCNAD83 12. MANUFACTURER'S DESIGNATION OF DRILL S. DRILLING AGENCY `1 IEiR ACDRE D/B SNt LL WILMINGTON DISTRICT T IS TA NO OF OVER- D N ISTURBED RBED • 4. HOLE NO. rk slpwn an drawlrg l111a G - 7 - -4 . L . ISTU U O D BURDEN SAMPLES TAKEN ~ 4 D and « la nrmoarl EIC 0 V T T I N R C RE B %E NAM OF oR4 ER d. AL UM O E O 80 S N/A 5. E E LESTER GAUGHF f CRANE OPERATUH D/6 SNELL ) I5. ELEVATION GROUND WATER N/A 6. DIRECTION OF HOLE DATE HOLE ;STARTED 'COMPLE TEO 16 FROM VERT VERTICAL [] WCLMEO DEG . ' S/2Z/O7 S/22/O7 . . R. ELEVaTION TOP OF HOLE 0 0~ MLLW 7. THIC%NESS OF OvER8UR0EN NIA l 6. I Of Water) . 18. TOTAL CORE RECOVERY FOR BORING 8 DEPTH DRILLED INTO ROCK Q,0` 19. SIGNATURE OF WSPECTOR 9 TOT IL DEPTH OF HOLE 16.7' LARRY BENJAMIN C1V[L ENGINEERING TECH. ELEVATION DEPTN LEGEND CLASSIFICATION OF MATERIALS % CORE RECOV- 80% OR SAMPLE REMARKS fONglnq Hme. .+oln lass. dgprn o/ ML L W F e e t ~ ID05G1 rwlal' Ear NO. 1 .revfrsrlnp. Nc. II dIgNI/coNl 0.0 0 0. 0' TO 6a !' WATfR e begin vibracoring: 12 m 1 4 Soils described by Larry Benjomin. Civ. Eng. Tech. NOTE: TOR GF HOLE is de- fined as the surface of 6. water and compensation is made for the actual tide 7 7 6 CHANNEL BOTTOM @ 6.7' 6 ~ ? such that the top o+ Hole s o o EL MLLW -6. . • SP- Ton. course. poorly- 1 . . ~ ,•,• graded sand ? 2, • VIBRACORE 60RING 8.0 ~.• From 0. 0' to 10.0" . Ran 10.0' Rec: 7.0~ • 9.0' Top of vibracore soil • -- saDp le is logged as +he • • ? ocean/channel bottom , , 9.5 When the run is greater than the recovery. the 10.0 difference is depicted • Assumed Not Recovered ~ • 1 1 0' --- • 3 - - NOTE: Commercial soi Is IoU classi Fied samples according • 1 1 . 5 to ASTM D2957 . J 12.0 _ • LAB CLASSIFICATION ,•, 13.0' • • ' 4 ,lar Cl ifi ti 3 7 13.7 13 5 ass ca on Number -13.7 . 14.0 - ASSUMED NOT RECOVERED . 1 SP-SM 2 NOT TESTED 3 NOT TESTED 4 NOT TESTED 16.0 16 7 -16.7 . BOTTOM OF HOLE AT 16.7` NOTE: HOLE TERMINATED AT PREDETERMINED DEPTH Or: 10.0' SOILS ARE FIELD VISUALLY CLASSIFIED IN ACCORDANCE WITH THE UNIFIED SDIL CLASSIFICATION SYSTEM ENG FORM 1836 PRE VKIUS EOITgNS ARE OBSOLETE PROJECTS MERALD ISLE COAST HOLE F10. MAR Tt GUARD STATION E]CC-07-V-4 ..\Borings\Working\EICG2007.dgn 7/31/2007 12:35:54 PM ~ U.S. SIEVE OPENING IN INCHES I U.S. SIEVE NUMBERS I NYOROMETER d ~ 3 Z 1.8 13!4 1/23!8 l 8 910 1118 20 78 10 ~ BO 100140 z~ t00 95 90 85 80 75 - - 70 F 65 }r 60 - - r 55 m w 50 Z LL H 45 Z w a 40 w o. ~ 30 25 20 5 1 - 10 5 0 100 10 1 0.1 0.01 0.001 GRAIN SIZE IN MILLIMETERS O E GRAVEL SAND C BBL S coarse fine coarse medium Iota SILT OR CLAY Specimen ID Depth Classification LL PL PI Cc Cu • EICG-07 V-4-1 6.7 Olive gray poorly graded sand with silt, SP~M 1.34 2.19 m 7.2 1.5% shells • O Specimen ID Depth D100 D60 D30 D10 °kGravel %Sand %SiR %Clay • EICG-07 V~-1 6.7 4.76 0.172 0.134 0.078 0.0 90.8 8.9 m 7.2 O __ GRAIN SIZE DISTRIBUTION `~ PROJECT NAME: USACOE ~~ CATLIN NAME: USACOE GEOTECHNICAL LABORATORIES G4TLIN NUM.: 202-062 Mti+a~.~ CITY: Emefafd Isle Coast Guard PREPARED FOR: USACOE Hole No. FICG-07-v-=, DRILLING LOG DIVISION SOUiN ATLANrIC INS TALL AT qN _? WILMINGTON I)IS -ICi SHEET -j - OF 1 SHEETS 1. PRO$CT 10. SIZE ANO TYPE OF BIT A " D' a- V ° br oC Ore EMERALD ISLE COAST GUARD S~AiION n. DATUM FOR ELEVATION sHOwFTelf wuscl 2. LOCATION lCOOrOlnales w Sfollanl MLLW E(S 12530 N334782 NCNAD83 12. MANUFACTURER'S DESIGNATION OF DRILL S, DRILLwG AGENCY VIBP,AC GRE D/B SNELL WILMINGTON DISTRICT I} TOTAL NO OF OVER- DIST R NDIST ED ' RBED o. HOLE NO IAS skwn al Orwlnp 7l/k / I CG- l - , . U B U U BURDEN SAMPLES TAKEN ~1 : 0 and rk.Mmmrl E v-5 O 19 TOTAL NUMBER CORE BO%ES M . N/C. 5. NA E OF GRILLER LESTEP, GAUGHF (CRANE DPEBATOR D/B SNELL) 15. ELEVATION GROUND WATER N/A 6. DIRECTION OF HOLE DATE HOLE :STARTED 'COMPLETED 16 ' © VER7ICQ Q INCLINED DEG FROM vFRr . ' S/22%( i7 ~ S/22/0' . 17. ELEVATION TOP OF HOLE Q M~ LW 7. THICKNESS OF OVERBURDEN N/A [ 8 • O Of WatEr) , _ 18 TOTAL CORE RECOVERY FOR BORING B DEPTH OR0.LED INTO ROCK D, G' T9. SIGNATURE OF INSPECTOR 9. TOTAL DEPTH OF HOLE 18.0 LARRY BENJAMIN CIVIL ENGINEERING TECh. ELEVATION DEPTH LEGEND CLASSIFICATION OF MATERIALS ~ CORE RECOV- BOX OR SAMPLE REMARKS (DVpllrq Ume. water bss. Aeph a! MLLW Feet fDescr(glan! e ERY NO. 1 weotferirp. elG !/sl9Ml/can/) 0~0 0 0. 0' TO 8.0' WATER Tune begin vibracoring: 1236 hrs Soils described by Larry Benjomin. Civ. Eng. Tech. NOTE: TOF OF HOLE is de- 8 CHANNEL BOTTOM @ 8.0` --- ---- g, 0' fined as the surtoce of water and rolnpensat i on i s -8. 0 . • SP- Gr oy i sh-Yan. coor5e 1 made for the actua I tide • • poorly-graded sand ~ such that the +op of hole • • 8.5 is G.0 EL MLL W• VIBP.ACCRE BORING ~ ~• 0 ~ ' ' 10.0 Frpm 0. 0 to 10.0 • 2 P,an 10.0' Rec: 8.0' •.• 10.5 Top of vibracore soil - sample is logged as the • OCean/channel bottom ' When the run is greater 12-0~ than the recovery. the 12 0 difference is depicted • 3 Assumed Nei Recovered • 12.5' •.• NOTE: Cormkrcicl soils lab ~ CIOSS~f: ed 5artples according to ASTM D2457 • • • v~ i th she I I fragments 4 ,•• 14.5 LAB CLASS [FICATION • ,1 a r • Number G assi+ication • 1 G' 0 1 SP -1 6.0 16.0 ASSUMED NOT RECOVERED 2 NOT TESTED 3 NOT TESTED 4 NOT TESTED -18.0 18.0 BOTTOM OF HOLE AT 18.0 NOTE: Hi)LE TERMINATED AT SOILS ARE FIELD VISUALLY PREDETERMINED CLASSIFIED IN ACCORDANCE DEPTH OF 10.0 WITH THE UNIFIED SOIL CLASSIFICATION SYSTEM ENG FORM 1836 PREVgUS EOITgNS ARE OBSOLETE. PRO,fECTE HERALD ISLE COAST "oLE ND. MArT~T GUARD STAT]ON FICG-07-V-5 1BoringslWorkinglEICG2007.dgn 7/31/2007 12:37:23 PM ~ U.S. SIEVE OPENING IN INCNES I U.S. SIEVE NUMBERS I NYpROMETER 8 1 3 2 1.5 1371 In J/8 3 8 e f p 11 18 20 30 10 ~ 80 100 110 200 100 95 90 85 60 i "- 75 70 65 '--' 60 } 55 m Z 50 LL f- 45 z w 40 w a 35 30 25 20 15 10 5 0 100 10 1 0.1 0.01 0.001 GRAIN SIZE IN MILLIMETERS ~RAVEL xnND SI T OR CL Y COBBLES ~ fine fine coarse med' L A Specmen ID Depth Classification LL PL PI Cc Cu ~ EICG-07-V-6-1 8.0 Olive gray poorly graded sand, SP 1.01 1.83 m 8.6 s e s O Specimen ID Depth D100 D60 D30 D10 %Gravel %Sand °/a Silt %Clay ~ EICt's-07-V-6-1 8.0 4.76 0.256 0.191 0.14 0.0 96.7 3.0 ID 8.6 t O GRAIN SIZE DISTRIBUTION ``fin PROJECT NAME: USACOE Bps Old CAT<w NAME: usACOE GEOTECNNICAL LABORATORIES CATLIN NUM.: 202-082 II.~...N~ CITY: Emerald Isle Coast Guard PREPARED FOR: USACOE Hole No. E. ; C G -C' V -E DRILLING LOG D1vIS1oN SOl1TH AID ANI IC WSTALL ATION WILMINGTON DISTRICT sMEE1 -t-- DF 7 SHEETS 1. PROJECT 10. 512E AND TYPE Of BIT q " D i U• V i OraC ar-e EMERALD ISLE GCIA ST GUARD SIAIIUN 11 DATUM FOR ELEVATION SHOwfIBY auSLI 2. LOCATION ICawdlroMS ar S1NIw1 0.7L L W E25729?2 N333070 NCNA683 12. MANUFACTURER'S DESIGNATK)N OF DR0.L 3. DRILLING AGENCY V I l3RACDRE D/B SHELL WILMRJGTDN DISTRICT T T F ' 4. HOLE ND. IAS s/prn on drawlnq Mlle m ni l : E 1 CG-07 -V- 6 1}, O AL NO. O OVER- 06TURBEO UNDISTURBED BURDEN SAMPLES TAKEN ~ 2 ~ D s rurrwer o 14 TOT ER O O NAME OF DRRLER 5 . AL NUMB RE B C %ES N/A . (.ESTER GAUGHF (CRANE OPERATOR D/B SHELL ) 15. ELEvATroN ceouNO wnrER NiA 6. OIREC TION OF HOLE I6 GATE HOLE .sT ARTEO 'COUPLE TED 0 VERTICAL ~ INCLmED OEC FROM vERr ' 5/22/07 5/22/07 , 17 ELEVATION TOP OF HOLE 0 D' MLL W ). THICKNESS OF OVERBURDEN N/A I 1 4 , 1 ' C)f N,IG Yer J . IB TOTAL CORE RECOVERY FOR BORING N/A B DEPTH DRILLED INTO ROCK !~, D' 19. SIGNATURE OF INSPECTOR 4. TOTK DERTH OF HOLE 14.7' LARRY BENJAMIN CI`:IL ENGINEERING TECH. ELEVATION DEPTH LEGEND CLASSIFICATION OF MATERIALS ~ CORE RECOV~ BO% OR SAMPLE REUARKS IOrlnlnq !lme..rofu lass. depfn o! ML L W F e e t 0 lasolgl~) ER Y N0. 1 wepl/erllq, erc. I! slgN(1cdM) q D•0 0.0' TC 14.7' WATER lime begin vibracoring: 1249 hrs Soils described by Larry BenjOmin. Civ. Eng. Tech. NOTE: TOP OF HOLE is de- fiined as +he surface of 14. ~+voter and corny ensot i on i s made for the actual tide such that the tcp of hole i s o. o EL r.1LLw. 4 7 14 7 CHANNEL 80T70N4 @ 14.7' 14.7' . -1 . ~ SP-Tan. cocrse. poor I y- _ vIBRACORE 80RING 15.0 • • graded sand 1 From D.o' +o s. o' • Rcn 5. 0' Rec: 3.8' ' 15.2 • Top of vibrocore soil • sample is logged as the • ocean/Channel bottom • When the run is greater • 16.0' than the recovery. the 16.0 ' Trace of shell fragments (difference is aepicted ( • , Assumed Not Recovered ~ • - NUTE= Comas rcial soils lab classlf ied samples according 1 ~ D' to 45TM 02457 17.0 ' LA6 CLASSIFICATIDN • 17.5' J or • Number ClOSSif ication 18.0 • • ~ . 1 NOT TESTED . 2 NOT TESTED 18.5' _ -18.5 18. ASSUMED NOT RECOVERED 19.0 -19.7 19.7 80TTOM OF HOLE AT 19.7' NOTE: HOLE 20.0 TERMINATED AT REFUSAL DEPTH OF 5 C' SOILS ARE FIELD VISUALLY . CLASSIFIED IN ACCORDANCE WITH THE UNIFIED SOIL CLASSIFICATION SYSTEM ENC FORM 1836 PREVIOUS EDITIONS ARE ORSOLE iE. IPROJECTE MERALD ISLE COAS TIHOLE H0. MAR 77 GUARD STATION EICG-07-V-6 ..\Borings\WorkinglEICG2007.dgn 7/31/2007 12:38:50 PM - Hnle Nn EICG-07-V'-/ DRILLING LOG DIVISION SOUTIi ATLAM IC INSTALLATION WILMINGTON UISTRICI SHEET -1 - _ OF 1 SHEETS 1. PROJECT ID SIZE AND TYPE OF BI7 Q " U i a. Y i FIr aC Or"F. EMERALD ISLE COAST GUARD STAI ION N DATUM FOR ELEVATION SHOWRB.V aYSCI 2. LOCATION fCao-Clnohs a Sfalrm/ Ml L W' E2572733 N33301 1 NCNAD83 12. MANUFACTURERS DESIGNATION OF DRILL 3. DRILLING AGENCY VIHRACDRE D/B SNEEL WILPAINGTON DiSTR1Ci 1} TOTAL NO OF OVER- •OISTURBED 'UNDISTURBED 4. HOLE N0. TAS slpwn on Oiwlnq l7Ne 7 7 . . BIM DEN SAMPLES TAKEN 4 G one rna nrrlhen : E I C G-0 - V- to TOTAL NUMBER CORE BOXES N/A 5. NAME OF DRILLER LESTER. GAUCHE ( CRANE OPERATOR D/p 5NEL1 ) 15. ELEVATION GROUND WATER N/A 6. DIRECTION OF HOLE FROM VERT VERTICAL ~ wCUNED DEC © 16. DATE MOLE .STARTED 'COMPLETED •5/22/07 S/22/07 , . n 17. ELEVATION TOP DF HOLE 0~0' MLLW 7, THICKNESS OF OVERBURDEN N/A 15. 5 ~ of VJOter) 18 TOTAL CORE RECOVERY FOR BORING N/A B. DEPTH DRILLED INTO ROCK G, G' 19. SIGNATURE OF INSPECTOR 9. TOTAL DEPTH OF HOLE 15-5~ L.ARRY BENJ4MIN CIVIL ENGINEERING TECH. ELEVATION DEPTH LEGEND CLASSIFICATION OF MATERIALS ~ CORE RECOV- BO% OR SAMPLE REMARKS (Drrllingfrnr.wolerlnst.deDlBOr MLLW Feet e IOeailOf/onl a ERY N0. r wsofMlnq, NC-!I S1pNIlcaNl 0.0 0 0, p' TO 5.5' WATER Time begin vibracoring: 1259 hrs Soils described by Lorry Benjamin. Civ- Enq. Tech. NOTE: TOP OF HOLE is de- fined as the surface of 5 water and compensation ~s CHANNEL BOTTOM @ 5.5' S 5. made for the actual tine such that the too of hole -5.5 5.5 SP-Tan, coarse, poorly 1 is o.D EL MLLW. -,• graded sand ' 6. 0 ' • V_IBRACORE BORING 7.0 , , From 0. 0" io 10.0' • ~ 5~ Han 10.0' P.ec: 7.5' • 2 Top of vibracore soil • 0 0' sarrlp l e i s I ogged as the . ocean/Channel bottom •,~ When the run is greeter than the reccvery, the 9 0 difference is deVicted - 9.5' Assumed No? Recovered . • . 3 -- --- • 1(~•G~ __ NOTE: Cortmerc~al so 15 lob ' classified sanples accords nq •'. to ASTM 02457 11.0 •-' 11.5' LAB CLASSIFICATION . q .•. 12.0' Jar Number ClossificOi~on 1 3 - G' 1 SP -1 3. 0 13.0 - 2 SP ASSUMED NOT RECOVERED 3 NOT TESTEG 4 NOT TESTED 15.0 -15.5 15.5 BOTTOM OF HOLE AT 15.5' NOTE: HDLE TERMINATED AT PREDETERMINED SOILS ARE FIELD VISUALLY DEPTH OF 10.0' CLASSIFIED IN ACCORDANCE WITH THE UNIFIED SOIL CLASSIFICATION SYSTEM ENG FORIA1836 PREvlOUS EpTIONS ARE OBSOLETE. IPRDJECTEMERALD ISLE COASTI~E1~-07-V-7 MAR it GUARD STATION ..\BoringslWorkinglEICG2007.dgn 7/31/2007 12:39:48 PM U.S. SIEVE OPENING IN INCHES 1 U S SIEVE NUMBERS I HYDROMETER 4 4 ~ ~ 1.5 1 14 1f2 YS 7 6 °10 1 16 20 ]0 ~0 50 ~ 10010100 100 95 90 - 5 8 BO 75 - 70 65 ~ x ~ 60 - 55 r m Z ~ 45 - - Z w ~ 40 w a 35 - 30 25 20 15 -- - 0 --- 1 5 D 100 10 1 0.1 0.01 O.O GRAIN SIZE IN MILLIMETERS D1 BLES GRAVEL SAND COB coarse floe coarse medium free SILT OR CLAY Specimen ID Depth Classification LL PL PI Cc Cu • EICG-07-V-7-1 5.5 Olive gray poorly graded sand, SP 0.91 1.51 to 6.0 s O Specimen ID Depth D700 D60 D30 D10 %Gravel %Sand %Sllt %Clay • EICG-07•V-7.1 5.5 4.76 0.198 D.154 0.131 0.0 99.2 0.8 B.0 O GRAIN SIZE D{STRfBUT10N _ a` ~n PROJECT NAME:USACOE FJ~G1 arld ~~ G4TLIN N1AME: UsacoE GEOTECHNICAL LABORATORIES pgTLIN NUM.: 202-062 ~~.~ CITY: Emerald Isle Coast Guard PREPARED FOR: USACOE U.S. SIEVE OPENING tN INCHES I U.S SIEVE NUMBERS I HYDROMETER 8 / 1 ~ 1.5 1 3!/ 12 L° 1 6 °101/1° ~ 30 /C 50~ 1001~2~ 100 - - - 95 - - 90 85 BO 75 70 -- - - 65 H 2 - 60 r 55 m w - - 50 z LL - - r 45 z w ~ 40 a 1 - _ .. 5 30 - - 25 - 20 15 - f0 5 0 700 10 / 0.1 0.01 0.0 GRAIN SIZE IN MILLIMETERS 01 COBBLES GRAVEL SAND coarse fifty coarse medium fim SILT OR CLAY Specimen ID Depth Classification LL PL P! Cc Cu • EICG-07-V-7-2 7.5 OIIve gray poorly graded sand, SP 1.03 1.62 ~ 8.0 s e s ,t O Specmen ID Depth D100 D60 D30 D10 °~Gravel %Sand °~Silt %Clay • EICG-07-Y-7-2 7.b 4.76 0.226 0.18 0.14 0.0 99.8 0.1 m 8.0 O _ GRAIN SIZE D ISTRIBUTION `~~ PROJECT NAME: USACOE a~ SCIBfi1S1S CATUN NAME: USACOE GEOTECHNICAL LABORATORIES CATLIN NUFA.: 202-062 +~+~~ CITY: Emerald Isle Coast Guard PREPARED FOR: USACOE Hole No. r t rr,-n ~ -v-a DRILLING LOG olvlswN SOUTH ATLANTIC W$TALL ATION 'NII M[NGTOFd CISTRiCi SHEET -1_- ' DF SHEETS 1_ PROJECT 10. SIZE ANO TYPE OF BIT ~(~ Ij i a. l' i br'aCGr(l EMERAL.C ISLE COAST GDARD STAf 10N II DATUM FOR ELEVATION sHawere~ or wsu Z. LOCATION ![owdlrolas ar 9ollml MLLW EZ5 72659 N332669 NCNADH3 12 MANUFACTURER'S DESIGNATION OF DRILL 3. DRILLING AGENCY ' T . VIf]RAGLTRE D/D 5NE1.1 NILf~11NG ON DISTRICT 13. TOTAL NO OF OVER- 'DS TURBED 'LW015 TURBEO 4 HOLE ND, fAS sM.n on drowlrg Nlre and roe nmlorn E ICG-07-V-8 BURDEN SAMPLES TAKEN '~ n ~ 5 NAME OF DRILLER I4. TOTAI M, MBER CORE BOxES N/.4 . LESTER GAUGRE (CRANE OPERATOR D/B SNELI_) 15. ELEVATION GROUND WATER N/A 6. DIRECTION OP HOLE 16. DATE MOLE .S tARTEO 'COMPLETED ©VERTICAL ^INCLINED OE G FROM VERT 'S/ZZ: O'I S/ZZ/O1 , . 17 ELEVATION TOP OF HOLE C C' MLLW 7. TFNCKNESS OP OVERBURDEN N/A (1 O. O' Of 4YCter ] . . 18 TOTAL CORE RECOVERY FOR BORWG N/A Z B. DEPTH DRILLED INTO ROCK C. O' 19 SIGNATURE OF NSPECTOR 9. TOTAL DEPTH of HDLE 2Q.0' LA.RR1' DENJAMIN CIVIL ENGINEERING TECH. ELE VAT10N DEPTH LEGE NO CLA6SiK:ATION OF MATERIPL6 ~ CORE RECOV- BOK OR SAMPLE REMARKS lOrfulrg 7/me. w-oler lwss. depn or MLLW f eet r0e'f~rl~r~r d ERY NO. I wmNerlnq. elc_Ir slpNlltmVl y 0~0 0 0. 0' TO 10. D" WATER Time begin v~bracoring: 1311 nrs Sods described by Larry Ben;amin. Civ. Eng. Tech. NCTE: TOP OF HOLE is de- 10 CHANNEL BOTTOM Cd 10.0' --- 1 D. G' f i ned as Fhe surface or water and compensation is -10.0 . ~. SP-Tan. Coarse. poorly- - 1 made for the actual tide . graded sand. tr aC2 snel I -'- ' such that the top of hole - frcgrnents 10.5 Is O.o EL MLLW. ' ' V[BRACORE BORING 12 0 12 O ' " . • 7_ From 0. 0 to 10.0 Ran 10.0' Rec: 6. 9' •.• 1?.5" Top of v~bracore soil • sample is logged a5 the ocean/cnannei ba++om • - 13 9• when the run is greater than the recover the 14 0 y. . 14.4" 1q,q' 3 difference is depicted Assumed Not Recovered __ - arK gray • • 15'0 -- - ---_ - 5F-Tan. coarse. poo-ly- j . graded sand ___ NarF: corlnrerolol 5°, 15 I°b • 15.5 classifl ed sar,ples according 16 0 ho AS TM C2457 - . 16.9 LAB CLA55(FICATION -16.9 16. ASSUMED NOT RECOVERED Jar Number Classification 18.0 1 NOT -TESTED 2 NOT TESTED 3 NOT TESTED 4 NOT TESTED 5 NOT TESTED 0 0 -20.0 . BOTTOM OF HOLE AT 20.0' NOTE: HOLE TERMINATED AT PREDETERMINED DEPTH OF 10.0' SDILS ARE FIELD VISUALLY CLASSIFIED IN ACCORDANCE WITH THE UNIFIED SOiL CLASSIFICATION SYSTEM ENG FORM1836 PREVIOUS EDITgHS ARE OBSOLETE. PROJECTEMERALD ISLE COAST HOLE No_ MAR 71 GUARD STATION ~'~"-"'-"-° ...IBoringslWorkinglEICG2007.dgn 7/31/2007 12:41:27 PM Hole No. E ICG-oT -v-5 GRILLING LOG DIVISION 5-0UTF+ ATLANTIC INSTALL Ai qN WILMINGTON DISTHICI SHEET -1-- of 1 SHEETS 1. PROJECT IO. SIZC AND TYPE OF Rli 4 " U i ~~. V i br aC Ore CMLRALG ISI ( /,CAST GU4RD STATION 71 DATUM FOR ELE VAigN SMOWKBN aYS/l 2. LOCATION fCowdlroles a Sld7anl M1_ L W E 7.5 !7..165 N3 5?_502 NCNAD83 12 MANIJF ACTURER'S DESIGNATION OF GRILL a. DRILLING AGENCY . VR3RACORE G/f.; SNELL WILMINGTON DISTRICT • 4, HOLE NO. fAS s7wn m d~ow/ip If1/e rV rlre r mp.n : E ICG-07-V-9 13. TOTAL NO OF OVER• DI$iVRDED 'UNDISTURBED BURDEN SAMPLES TAKEN ~ 3 Q o w t4 TOTA R R NAME OF GRILLER 5 , L NUMBE CO E BO%ES N !A . LESTER GAUGHF I CRaNi. OF ERATOR D/B SNELL) t5. ELE VATgN caounlo WATER N/A 6. DIRECTpN OF HOLE 76. DATE HOLE :STARTED _ •COMPLE TED ®VERTICAL ^INCLINED DEG FROM VER T •~/2Z/OI S/22 /07 . . 17. ELEVATION TOP OF HOLE 0 Q~ MI L W 7. THICKNESS OF OVERBURDEN N/A ! 1 . O Of Water , , 1B TOTAL CORE RECOVERY FOR BORING N/A 8. DEPTH DRILC ED INTO ROCK (j, p' . 79 SIGNATURE OF wSPEC TOR 9. TOTAL DEPTH OF HOLE 11 .0~ . LARRY BENJAMIN CIVIL ENGINEERING TECH. ELEVATION DEPTH LEGEND CLASSIFICATION OF MATERIALS ~ CORE RECOV- BO% OR SAMPLE REMARKS fprlll/nV Ilme. wrier rocs. deyAd ML I. W Feet e fGksrllpHml ERV NO I reofferllq. efc. l7 slpMflcmvf 0.0 0 0. 0' TO 1 e0' WATER 1!»e Degin viCracor~ng: 1:327 hrs Soils described by Larry E3enjamin. Civ. Eng. Tech. PJOTE: TOP OF HOLE is de- 1 CI-IANNEL ©OTTOM @ 1 .0~ - 1 .0' fined as the surface of water and corr ensat i on i s -1 . 0 . ~ _ SP-Tan. coarse. pOOrly- ___ 1 p made for the actual tide , graded Sand ' such that the tap of hole 1.S is 0.0 EL MLLW. • VIBRACORE BOR NG I 3.0 ' ' _3 _O' _ _ m 0 . • • ?_ Ra~ 10.0' R~c1 6~0' ' 3-o Top of vibracore soil ' sarnpla is logged os the ' ocean/channel bottom When the run is greater 5 0 • • 5.0' than the recovery. the . , difference is depicted • 1 Assumed Not Recovered • 5 5 •• . _ NOTE: Corlrrerci of sods iob classified samples acccrdlnq to aSTM D2a51 7.0 -_ -7.0 7.0 _.--__ __.-_._ _~- ASSUMED NOT RECOVERED LnB CLASSIFICATION Jar Number ClOSSification 1 SP 9.0 p SP 3 SP -11.0 11.0 60T~fOM OF HOLE AT 11.0' NOTE: HOLE TERMINATED AT PREDETERMINED DEPTH OF 10.0' 5011.5 ARE FIELD VISUALLY CLASSIFIED IN ACCORDANCE WITH THE UNIFIED SOIL CLASSIFICATION SYSTEM ENG FORM 1836 PREVIOUS EDITKkJS ARE 0850LETE. PRO'1ECTEMERALD ISLE COAST ALE ND. I MAR 7t ____GUARD STATION EICG-07-V-9 --- --------------- ._.\Borings\Working\EICG2007.dgn 7!31/2007 12:42:22 PM ~ U.S. SIEVE OPENING IN INCHES ( U.S. SIEVE NUMBERS I HYDROMETER 6 4 ] Z 1 5 1 ]l4 7f1 y6 3 6 610 1 16 20 J0 40 ~ 60 1140200 100 95 90 85 - 80 7 5 Ta --- F 65 x ~ - 60 55 - --- - r m z 50 LL F- 45 z w ~ 40 w a 35 0 3 25 20 15 10 5 0 100 10 1 0.1 0.01 0.0 GRAIN SIZE IN MILLIMETERS 01 COBBLES GRAVEL SAND coarse fine coarse medium fine SILT OR CLAY Specimen ID Depth Classification LL PL PI Cc Cu • EICG~07-V-9-1 1.0 Olive gray poorly graded sand, SP 1.00 1.50 m 1.5 ses 0 Specimen ID Depth D100 D60 D30 D10 %Gravel °,6Sand %Silt %Ciay • EICG-07-V-9-1 1.0 4.76 0.204 0.167 0.116 0.0 99.7 0.1 m 1.5 O ~ GRAIN SIZE DISTRIBUTION Slr - PROJECT NAME: USACOE H101t~EfiS fntl CATLIN NAME: USACOE GEOTECHNICAL LABORATORIES CATLIN NUM.: 202-062 w•«r.~ CITY: Emerald lsie Coast Guard PREPARED FOR: USACOE U.S. 51EYE OPENING IN INCHES I U.S. SIEVE NUMBERS I HYDROMETER a ~ ] Z 1.5 1 ]l4 1/2~ ] 6 a10 1 16 ]0 40 50 ~ 100/0200 1oa T - ss - so es - 80 - 75 7a 65 (7 ~ > 55 m z ~ 45 w - ~ 40 w o. 35 30 25 Z D 15 10 - - 5 0 100 10 1 0.1 0.01 0.001 GRAIN SIZE IN MILLIMETERS BL S RAVE G ND COB E fine ~ars e coarse medam 8ne SILT OR CLAY Specimen ID Depth Classification LL PL P! CC Cu • E1CG-07-V 9-2 3.0 Oiive gray poorly graded sand, SP 1.08 1.63 0- 3.5 s e O Specimen ID Depth D100 D60 D30 D10 %Grave{ °loSand %Silt °J°Clay • EiCG-07-V-9-2 3.0 4.76 0.216 0.181 0.141 0.0 89.8 0.2 m 3.5 0 GRAIN SIZE DISTRIBUTION .~ ` PROJECT NAME:USACOE ~ CATLIN NAME: USACOE GEOTECHNICAL LABORATORIES CATLIN NUM.: 202-082 ~+~~ CITY: Emerald Isle Coast Guard PREPARED FOR: USACOE U.S SIEVE OPENING IN NICHES l U-S. SIEVE NUMBERS 1 HYDROMETER 6 4 ] 2 1 5 ~ J11 7!2 ]~ J 6 870 ~ 1fi 20 J0 40 50 60 1001,0200 100 95 9 - - 0 85 -~ -- BO 75 70 F 65 ~~u 60 S - m 55 z ~ - ~ 45 Z W K ~ W a 35 - 30 25 20 15 10 5 0 mo to ~ a~ o.o~ o.D GRAIN SIZE IN MILLIMETERS Ot C08BLE5 ~vE 0 S~ND 8ae coar5 e coarse Tea Rne SILT OR CLAY Specimen ID Depth Classification LL PL Pl Cc Cu • EICG-07-V-9-0 5.0 Olive gray poory graded sand, SP 1.03 1.58 >a 5.5 s e s A O Specimen ID Depth D100 D60 D30 D10 9'oGravel %5and %5i lt %Clay • E(CG-07-V-9-3 5.0 4.76 0.22 0.178 0.139 0.0 99.8 0.2 m 5.5 O GRAIN SIZE DISTRIBUTION _ L r~ PROJECT NAME: USACOE ~~ and ~ CATUN NAME: USACOE GEOTECHNICAL LABORATORIES CATLIN NUM.: 202.082 ~+~.~ CITY: Emerald Isle Coast Guard PREPARED FOR: USACOE -, Hole No. EICG-of-v-lo I DRILLING (-QG DIVISION SOIIJH ATLANTIC INSTALLATION `W'ILMINGTON DISTRICT SHEET 1-- OF 1 sHEFrs 1. PROJECT 10. SIZE AND TYPE OF BIT 4 ° D i O. 'J i br OCOre EMERALD ISLE COAST GUARD STATION 11 DATUM FOR ELEVATION SHOWfT81/ a YSLI Z. LOC ATION lCoor0lnofes or Stollen! ML LW E257021D N33=347 NCNA:7S3 12 MANUFACTURER'S DESICNATgN OF DRILL 3. DRILLING AGENCY ' VIBRACDRf D/B SNELL RICI WILMINCTCN DISI 1 7 TOTAL NO Of OVER- •OISTURBED 'UNDISTURBED 4. HOLE NO. fAS sJL1•n an Orswlnp floe 7-V-10 - IC - . . BURDEN SAMPLES TAKEN ~ 4 ~ L7 and INe nwr~ee+ 1 :E G 0 TOTAL NUMBER CORf 80%ES 14 F RI LER . N/A 5. NAME O G L LESTER GAUCHE (CRANE OPLf{AfOR D/B SNELL) 15. ELEVATION CROVNO WATER N/A 6. DIRECTION OF HOLE 16. DATE HOLE .STARTED 'COMPLETED Q VERTICAL ^ INCLINED OEG FROM VER T •5/22/07 :5/22/07 . 17. ELEVATON TOP OF HOLE 0 0' MLLW 7 THICKNESS OF OVERBURDEN NI/!`I [ ~, `J 01' Water J . 18 TOTAL CORE RECOVERY FOR BORING N/A Z B. DEPTH DRRLEO INTO ROCK Q. 0' 19 SIGNATURE OF MSPECTOR 9. raTAt DEPTH OF HOLE 13.5' LARRY BEN„aMIN CIVIL ENGINEERING TECH. ELEVATION DEPTH LEGEND CLASSIFICATION OF MATE RIAI,S ~ CORE RECOV- 80% OR SAMPLE REMARKS fWllllfp llmv. refer loss. OepfA aF MLLW F 6 E t s IOe5erlMlonJ o ER V NO. t weolhrl/p. NG h s/pN/ICOM) q 0.0 0 0. 0' TO 3.5~ WATER Tune begin viDracoring: 1351 hrs Sods described by Lorry Benjamin. Civ. Eng. Tech. NOTL: TOP OF HOLE is de- fined as the surface cf 3. water and compensation is CHANNEL 8 OTTOM @ 3.5' ~ - 3.5~ made for the actual tide cn that the to s of hole -3.5 3.5 , - -- SP-Tan. coarse, poorly- 1 a p is 0.0 EL MLLW. . graded sand 4 0 ' • V_IBRACORE_BORING 5. . . From 0.0' to 10.0' 5.5~ Ran 10.0' Rea: 6.5' ' 2 Top of vibracore soil "•" 0, 6 sample is logged as the . ocean/cnannel bottom ••• N'hen the run i5 greater ~ ~ than the recovery. the • difference is depicted • j , 5' Assurrsa Not Recovered • ~ & Of NOTE: Comnerci Ol soi Is InU clossif ted samples occordcng ~ to ASTM D245T 9 0 y . 0 - . ".' Trace she/ I fragments 9 5~ LAB CL ASS [FICATION -10.0 10. ASSUb1ED NOi RE.COVEREG 10.0-` N`I e~ Classifica ion 1 SP 11.0 3 S P 4 NOT TESTED 13. -13 5 13 . . 60TTOM OF HOLE AT 13.5' NOTE: HOLE TERMINATEp AT PREDETERMINED SOILS ARE MELD VISUALLY DEPTH OF 10.0 CLASSIFIED IN ACCORDANCE 15. WITH THE UNIFIED SOIL CLASSIFICATION SYSTEM ENG FORM1836 PREVIOUS fD1TgNS ARE OBSOLETE. PROJECTE~RALD ISLE COAST HOLE ao. Mat 71 GUARD STATION EICG-07-V-10 ~.\Borings\Working\EICG2007.dgn 7!31/2007 12:44:07 PM .J V.S. SIEVE OPENING IN INCHES I U S. SIEVE NUMBERS I HYOROME7ER 6 ~ 3 2 1.5 i 9M 1R ~9 3 6 °IO 118 20 ~ 10 ~ 60 1001,0200 100 95 -- 90 85 80 - 7 5 70 - 6 - - ~ 5 S 60 - -- - >- 55 m or 50 - - = LL 5 H 4 Z W ~ 40 - W a. 75 30 25 2 0 15 - 10 5 -- 0 100 10 1 0.1 0.01 0.0 GRAIN SIZE IN MILLIMETERS 01 ,,,,oo, ~~ GRAVEL SAND SI T O C Y ..voo~cv welse fine wane medium fine L R LA Specimen ID Depth Classification LL PL_ PI Cc Cu • EICG-07-V-10-1 3.5 Olive gray poorly graded sand, SP 0.94 1.48 ~ 4.0 s e s O Specimen ID Depth D100 D60 D30 Di0 %Gravel ~'°Sand %Sitt °'°Clay • EICG-07-V-10-1 3.5 4.76 0.195 0,155 0.131 0.0 99.2 0.6 m 4.0 O GRAIN SIZE DISTRIBUTION ~ PROJECT NAME: USACOE Elrt~Y °'"~ CATLIN NAME: USACOE GEOTECHNICAL LABORATORIES CATLIN NUM.: 202-062 w~+a••.+I~ CITY: Emerald Isle Coast Guard PREPARED FOR: USACOE U.S. SIEVE OPENING M INCHES 1 U.S $1EVE NUMBERS I HYDROMETER 8 4 ] 2 1.5 1 yJ 1/28 7 8 810 ~ 16 JO 40 50 60 1°010200 100 - 95 - 90 85 - 80 75 - 70 f- 65 x ~ -- e0 r 55 m K - - --- Z 50 LL r 45 z w ~ 40 w a 35 30 -- 25 20 - - 15 - 10 5 0 100 10 1 0.1 0.01 0.001 GRAIN SIZE IN MILLIMETERS ES B GRAVE ND COB L ~~ fine coarse medium Sae SILT OR CLA~ I Specimen ID Depth Classification LL PL PI Cc Cu • EICGA7-Y-10-2 5.5 Olive g-ay poorly graded sand, SP 0.93 1.45 ~ 6.0 s e O Specimen tD Depth D100 D60 D30 D10 %Gravel °hSand °,6Sitt °~Clay • EICG-07-V-10-2 5.5 4.76 0.189 0.161 0.131 0.0 99.1 0.9 m 6.0 ~ - -- * O _ _ GRAIN SIZE D ISTRIBUTION Cd~L PROJECT NAME:USACOE ~~~~ CATLIN NAME: USACOE GFOTECNNICAL 111BORATORIES CATLIN NUM.: 202-082 ~~ ~ CITY: Emerald Isle Coast Guard PREPARED FOR: USACOE V.S. SIEVE OPENING IN INCHES I V.S. SIEVE NUMBERS I HYDROMETER 8 1 3 2 1 5 I y1 1R 7~ 7 8 e1D ~ to 20 30 ~D 50 ~ IOD 1102 100 95 90 85 _. 80 75 70 65 _ r 2 60 - r 55 -. m z z 50 45 w U ~ W o_ 35 30 25 20 15 10 5 0 100 10 1 0.1 0.01 0.0 GRAIN SIZE IN MILLIMETERS 01 COBBLES GRAVEL SAND coarse fide coarse medium fine SILT OR CLAY Specimen ID Depth Classification LL PL PI Cc Cu • EICG~7-V-10.3 T.b Olive gray poorly graded sand, SP 1.02 4.82 01 8.0 9 e 0 Specimen ID Depth D100 D60 D30 D10 °~Gravel %Sand 9'°Silt °,UClay • EICGAT-V-tOJ 7.8 4.T6 0.204 0.168 0.13b 0.0 99.1 0.9 m 8.0 -- ~ 0 GRAIN SIZE DISTRIBUTION ~ ~ CATLIN NAME: USACOE GEOTECNNICAL LABORATORIES CATLIN NUM.' 202-062 ~++~^~~ PROJECT NAIVE: USACOE CITY: Emerald Isle Coast Guard PREPARED FOR: USACOE Page 1 of 1 TABLE 1 SUMMARY OF LA80RATORY TESTING RESULTS FOR GRAIN SIZE ANALYSIS USACOE -EMERALD ISLE COAST GUARD CATUN PROJECT N0.202-082 BORING NUMBER SAMPLE # DEPTH % SHELL #4 #10 #14 #18 #26 #35 lids #80 #80 #120 #230 EICG-07-V-1 1 6.2-6.7 0.3 100.0 99.9 99.9 99.8 99.7 99.2 97.9 40.6 32.0 3.0 0.5 EICG-07-V-1 2 8.0-8.5 0.4 99.7 99.6 99.6 99.6 99.6 99.4 99.1 97.4 50.0 3.9 0.2 EICG-07-V-2 1 8.2-8.7 5.9 99.1 97.5 96.7 95.7 94.1 90.2 82.4 62.4 20.3 1.5 0.2 EICG•07-V-3 1 3.0-3.5 0.1 100.0 100.0 99.9 99.9 99.9 99.8 99.4 96.4 48.2 4.7 1.0 EICG-07•V-3 2 5.0-5.5 0.0 100.0 100.0 100.0 100.0 X00.0 99.9 99.8 98.4 56.0 5.1 0.7 EICG-07-V-3 3 7.0-7.5 2.6 99.5 98.5 98.1 97.7 97.4 96.7 95.2 88.6 51,3 8.2 2.5 EICG-07-V~ 1 6.7-7,2 1.5 99.8 99.4 99.2 98.9 98.5 97.5 95.1 87.0 83,7 21.4 8.B EICG-07-V-5 1 8.0-8.5 2.4 99.7 99.1 98.5 97.6 95.7 90.1 76.7 58.6 21,9 4.0 3.0 EICG-07-V-7 1 5.5-6.0 1.0 100.0 99,8 99.7 99.4 99.0 97.6 94.5 86.0 47.1 3.8 0.7 EICG-07-V-7 2 7.5-8.0 1.5 99.9 99.7 99.5 99.2 98.5 96.1 89.9 73.1 27.7 1.8 0.1 EICG-07-V-9 1 1.0.1.5 0.3 99.8 99.8 99.7 99.7 99.7 99.6 99.2 94.4 36.1 2.5 0.6 EICG-07-V-9 2 3.0-3.5 0.1 100.0 100.0 100.0 100.0 99.9 99.7 98.4 85.7 26.5 1.5 0.2 EICG-07-V-9 3 5.0-5.5 0.8 99.9 99.9 99.8 99.6 99.2 97.8 93.0 77.9 29.2 1.5 0.1 EICG-07-V-10 1 3.5-4.0 0.5 99.8 99.7 99,7 99.6 99.5 99.3 98.6 95.1 48.4 3.8 0.5 EICG-07-V-10 2 5.5-0.0 0.1 100.0 100.0 100.0 99.9 99.9 99.6 98.9 95.5 51.6 4.0 0.8 EICG-07-V-10 3 7.5-8.0 0.1 100.0 100.0 100.0 99.9 99.9 99.7 99.1 95.2 34.8 3.2 0.8 CATUN Engineers and Scient/sts 202062 Table E/CGxls Geofechnlca- Laboratory