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Home My WebLink About20081615 Ver 3_CAMA Permit Application_20111206IFWAA {•. 201 1 10 6 7 ASEHR ; North Carolina Department of Environment and Natural Resources Division of Coastal Management Beverly Eaves Perdue Braxton C Davis Dee Freeman Governor Director Secretary December 5 2011 MEMORANDUM TO Cyndi Karoly Supervisor 401 Oversight & Express Permits Unit Division of Water Quality Surface Water Protection FROM Doug Huggett NC DENR DCM Mayor Permits Coordinator 400 Commerce Ave Morehead City NC 28557 (Courier 11-12-09) SUBJECT CAMA/Dredge & Fill Mayor Permit Application Review Applicant Town of Topsail Beach/New Topsail Inlet Maintenance Dredging Project Location Includes the entire beachfront of the Town of Topsail Beach and a 12 500 linear foot section of New Topsail Inlet in and adjacent to the Atlantic Ocean in Topsail Beach Pender Co Proposed Project Applicant proposes to perform maintenance dredging within New Topsail Inlet and utilize the spoil material for beach nourishment along the ocean front shoreline of Topsail Beach Please indicate below your agency s position or viewpoint on the proposed project and return this form by December 28, 2011 If you have any questions regarding the proposed project contact Jason Dail (910)796-7221 when appropriate in depth comments with supporting data is requested REPLY This agency has no objection to the project as proposed This agency has no comment on the proposed project This agency approves of the project only if the recommended changes are incorporated See attached This agency objects to the project for reasons described in the attached comments R12@90MR, SIGNED DATE OE C - 6 1011 WETLANDS ALITy AND STORM NA ER BRANCH 400 Commerce Ave Morehead City NC 28557 3421 Phone 252 808 2808 1 FAX 252 247 3330 Internet www nccoastal management net One An Equal Opportunity i Affirmative Action Employer NorthCarollna Nwulrall,ff DIVISION OF COASTAL MANAGEMENT FIELD INVESTIGATION REPORT APPLICANT'S NAME Town of Topsail Beach 2 LOCATION OF PROJECT SITE The project site includes the entire beachfront of the Town of Topsail Beach and a 12 500 linear foot section of New Topsail Inlet in and adjacent to the Atlantic Ocean in Topsail Beach Pender County Photo Index — 2006 25 (6585 6589) Oceanfront & 25 6590 Inlet 2000 25 (323 327) Oceanfront & 25 322 Inlet 1995 25 (305 310) Oceanfront & 25 304 Inlet State Plane Coordinates — GPS File P093010A X 2407901 Y 220652 Lat 34020 55 07441 'N Long 77°38 55 14895 W 3 INVESTIGATION TYPE CAMA / D&F 4 INVESTIGATIVE PROCEDURE Dates of Site Visit —10/15/2011 Was Applicant Present — No 5 PROCESSING PROCEDURE Application Received — Submitted on 11/15/2011 completed on 11/30/2011 Office — Wilmington 6 SITE DESCRIPTION (A) Local Land Use Plan — Town of Topsail Beach Classification From LUP No Classification/Developed (B) AEC(s) Involved EW PT ES OH IH (C) Water Dependent Yes (D) Intended Use Public (E) Wastewater Treatment Existing — Not applicable (N/A) Planned None (F) Type of Structures Existing — Commercial and Residential Planned — No structures planned (G) Estimated Annual Rate of Erosion 2 /year Source —1998 LTAASCR Update 7 HABITAT DESCRIPTION [AREA] nR F.T)CF.D FIT .T .Fn nTMD (A) Vegetated Wetlands (B) Non Vegetated Wetlands +/ 1,875,000 sq ft 5,880,600 sq ft (Open water) (43 acres or 701,600 (135 acres) yds') (C) Other (Highground) +/ 4,443,600 sq 654,500 sq ft ft102 acres) ) (DA 203) (reserved (spoil deposition) for disposal of unsuitable material) (D) Total Area Disturbed 10 324 600 ftz (237 ac ) with 32 500 sq ft (0 74 ac ) reserved for unsuitable fill (E) Primary Nursery Area No (F) Water Classification SA Open No 8 PROJECT SUMMARY The applicant proposes to perform maintenance dredging within New Topsail Inlet and utilize the spoil material for beach nourishment along the ocean front shoreline of Topsail Beach Town of Topsail Beach Page Two 9 PROJECT DESCRIPTION The project site includes a section of Banks Channel Topsail Inlet and the entire oceanfront shorelme of Topsail Beach The project would begin at the extreme southern end of Topsail Island and extend along the entire oceanfront shoreline of Topsail Beach to the Topsail Beach / Surf City town line immediately adjacent to the Atlantic Ocean in Topsail Beach Pender County To get to the site from Wilmington take US HWY 17 N to NC Hwy 210 (which is located at the Lowe s Home Improvement on US HWY 17) Turn right onto NC Hwy 210 and continue across the Surf City Swing Bridge to the stoplight Take a right at the stoplight onto NC Hwy 50 and continue until you reach the Topsail Beach / Surf City town line The project site encompasses approximately 4 5 miles of oceanfront beach starting somewhere in close proximity to the Surf City / Topsail Beach town line and terminating near the southern most point of Topsail Island The Topsail Inlet channel alignment (from where the sand is being removed) is located on the southern and western sides of Topsail Beach New Topsail Inlet (also referred to as Topsail Inlet) is located at the southern tip of Topsail Island The current elevation of the project area ranges from approximately —15 NAVD to approximately 23 NAVD, relative to the Normal Water Level (NWL) The project site is adjacent to commercial and residential properties as well as infrastructure for the Town including NC Hwy 50 Hutaff Island borders the protect to the South the Atlantic Ocean to the East and Banks Channel to the west The highground portion of the property is vegetated primarily with American Beach Grass (Ammophila breviligulata) and Sea Oats (Uniola paniculata) The long term annual erosion rate for the Town of Topsail Beach is 2 /year per the Division of Coastal Management s 1998 Annual Erosion Rate maps and the 100 year storm recession is approximately 150 giving a total Ocean Hazard AEC of 270 , as measured from the First Line of Natural Stable Vegetation (FLNSV) PROJECT HISTORY/BACKGROUND The Town of Topsail Beach currently has an active CAMA Permit, Permit #22 09 which authorizes a one time beach push to repair the dune system after a given erosion event however the Town is required to modify the permit prior to any bulldozing activities beyond the one time event The permit was issued on February 27 2009 and is scheduled to expire on December 31 2012 Prior to issuance of Permit #22 09 the Town of Topsail Beach performed its beach nourishment under CAMA Mayor Permit #145 98 Permit #145 98 was originally issued on October 29 1998 and subsequently modified on 9/27/99, 2/21/00, 3/20/00 and 9/23/01 The permit was renewed on 2/26/02 and other modifications were authorized on 5/7/04 12/20/06 1/13/06 3/17/07 and 12/17/07 It appears the Town has performed beach bulldozing/re nourishment approximately 13 times since Permit 4145 98 was originally issued Historically the US Army Corp of Engineers (USACE) has maintained New Topsail Inlet (also referred to as Topsail Inlet) as a marked navigation channel providing commercial and recreational access to the Atlantic Ocean Over the years, and with adequate funding the USACE has been able to maintain the federal channel with their side cast dredge fleet Traditionally they have maintained a depth of 8 0 MLW using the side cast dredge, however, periodic maintenance has become less frequent due to budget constraints the shallow depth of the inlet and the amount of material that s held in the inlet system by the side cast operations According to the application package, the USACE has had to dredge the inlet (via side cast) approximately four (4) tunes per year in order to maintain navigability, at a tune of 235,000 cubic yards (CY) per year The Town of Topsail Beach s Land Use Plan does not have the dry sand beach classified however the upland areas of this project are classified as Developed The waters of the project site are classified as SA by the NC Division of Water Quality The NC Division of Marine Fisheries has NOT designated this area of Topsail Sound / Atlantic Ocean as a Primary Nursery Area (PNA) and the waters are CLOSED to the harvesting of shellfish Town of Topsail Beach Page Three PROPOSED PROJECT Because the frequency and effectiveness of side casting is exhaustive and not econonucal the Town has proposed to hydraulically dredge the inlet from the currently maintained depth of 8 0 to approximately 16 0 MLW utilizing the spoil material for beach nourishment along the oceanfront shoreline of Topsail Beach According to the application package approximately 701 600 cubic yards (cy) of material would be removed from Topsail Inlet and placed on the ocean front beach from the southernmost tip of the island to the Topsail Beach/Surf City town line The dimensions/extent of the dredge limits would measure approximately 12,500 (L) x 150 (W) to a depth of approximately 16 0 plus a 2 0 overcut measured at Mean Low Water (MLW) The dredge limits would extend from the southern lurut of the USACE s Range 7 project (Topsail Banks Channel – FID 316) located at 34020 57 82"N 77039 25 58 W to an area oceanward of the ebb shoal delta located at approximately 34°20 15 91 N 77139'6 52 W Please refer to sheet 3 of 25 of the application package for an approximate location of the channel alignment A cut with side slopes of 3 1 would follow the centerline of the channel or thalweg of the inlet at the time of construction The applicant states that should the inlet shift or encroach into any wetlands areas prior to the time of construction the channel would be slufted away from the marsh in order to avoid any potential impacts As proposed beach quality sand removed from New Topsail Inlet would be disposed of on the oceanfront beach within the town lints of the Town of Topsail Beach, essentially spanning the Town s entire oceanfront shoreline According to the applicant the overall beach berm width would be dependent on the total volume of material available at the time of construction however, the estimated calculations (22 218 in length x 200 in width) should be sufficient to accept more than the amount of material being removed As noted the project would mimic recent nourishment events along Topsail Beach with the exception of the unsuitable fill that was deposited on the beach during the last project The applicant states that the beach berm elevation would be built to 5 0 NAVD88 with a 25 1 beach face profile Accordingly, this profile ratio would create a more natural contour thereby reducing scarping and allowing higher storm tides to wash up onto the berm rather than eroding the beach The application package indicates that the majority of material being removed from New Topsail Inlet would be compatible with the native beach however unanticipated setbacks and unsuitable materials are always a concern In the unlikely event that unsuitable (non beach quality) material is encountered the applicant proposes to scrape the undesired material from the oceanfront and temporarily stage it at the Town owned Bush Marna All unsuitable material withheld during the project would be staged at the marina until the maintenance is completed At that time the material would be used to repair boat wake induced erosion at USACE Disposal Area (DA) 203 outside of the USACE right of way Currently the island is in need of repair along the Topsail Creek side and any shell and/or sand not suitable for the beach would be used to rebuild/reform the dike wall and escarpment A triangular portion of-the–Al—and is available pending USACE approval and -a small rectangular section wrthn that triangle has been depicted as needing stabilization The area measures approximately 500 in length x 65 in width or approximately 32 500 sq ft For additional information on the location and size of DA 203, please refer to Figure 1, on Page 19 of the application package Logistically, the project would involve the use of a 24 class hydraulic dredge As proposed, the pipeline would wrap around the southern spit of the island seaward of the vegetation line and landward of the normal lugh water (NHW) line The beach disposal would consist only of beach berm and slope construction, with no disturbance to any vegetation within the dune system Theoretically the project should align with the existing federal dredging project and should remain consistent with the existing Topsail Beach nourishment work Town of Topsail Beach _Page Four _ In order to complete the project the Town would need to acquire property easements from all oceanfront property owners Currently the Town is in the process of doing so in anticipation of the thirty year inlet and sound management plan These easements are under review and the Town is expected to release the easement package to the residents in the near future In any event the Town is aware that easements will be required prior to project start up on any private property The geotechnical data and sediment characteristic information indicates that an appropriate amount of samples were collected at adequate intervals Based on the information presented in the application package the applicant was able to meet the sediment criteria established under current CRC Rules As proposed this project would consist of no more than 5 94% silt 5 17% gravel and 26% shell (calcium carbonate) Actual calculations of those materials found in New Topsail Inlet through borings collected during October 2011 are 0 37% fine (silt) 2 11% gravel and 117% shell (calcium carbonate) Refer to Table 1 on Page 18 of the apphcation package for tabular information on gram size analysis These calculations represent 13 separate sections with one vibracore representing each section In all cases with the exception of the ebb shoal delta, sedument samples were collected below the depth of the proposed channel ( 16 +2 overcut) The ebb shoal delta was not bored due to safety concerns however grab samples were collected from seven different locations along the channel transect at the ebb shoal delta and those samples also appear to fall within the sediment criteria limits Complimentary to the geotechmcal data collected and presented on behalf of the applicant s agent (Gahagen and Bryant) additional information collected by Coastal Planning and Engineering (CPE) was included in the application package In summary CPE collected samples from four locations along the eastern side of the ebb shoal delta (at the terminal end of the proposed channel location) in July 2007 These samples collected from depths of 119 NAVD88 to 35 3 NAVD88, provide insight as to what type of material exists along the edge of the ebb shoal delta and slightly beyond Despite having accurate data at vibracore boring locations TI 11 VB 4 and TB VC -07 11 there is still approximately 2 000 linear feet of ebb shoal delta in between these locations that has no recorded geotechnical data aside from the surficial grab samples Sheet 1 of 1 detail the location of the vibracore and grab samples and Appendix A, Section 3 details the boring characteristics 10 ANTICIPATED EWPACTS The proposed maintenance dredging would disturb approximately 1 875 000 ft 2 of previously excavated shallow bottom area The fill portion of the project would result in the disturbance of approximately 4 443 600 ft 2 of beach above NHW and would fill approximately 5 880 600 ft2 of shallow bottom below NHW In addition approximately 32 000 ft 2 of high ground has been reserved for unsuitable material at USACE disposal site 203 Submitted by J Dail Date November 30 2011 Office Wilmington I U6Z�Tll I W Mi milloq M MOIGINILA K-1 m ICA ZIOMM :JL40 Plan Plan Plan Plan Plan Plan Plan Plan Plan Plan Plan JV -V 20-0 10-0 1 0-0 1 -10-0 -9n n 30-0 20-0 10-0 0-0 1 -10-0 300 400 500 600 H Scale : 1" - 100' V Scale , 1" - 10' 20-0 20.0 10-0 10.0 -10-0 -10.0 -20-0 -20.0 700 B00 900 1000 Vertical Datum : NAVD68 0094-95.1 D7/01/201 0 DD 009+95.1 04/10/2011 AD Boryk Ave 66' +5, 0' Tie in -MHw at +5.0' s/a MLW - - - - ., '•z'S - - JIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII 700 1100 900 1000 1100 1200 1300 1400 H Scale : 1' - 100' V Scale . 1" - 10' Vertical Datum : NAVDB8 000+00.D D7/01/201 0 DD 000+0M 04/10/2011 AD South End Ocean Blvd. Runout Section- = Tie into existing +5-0' -MHW MLW JY -V JV -V 20-0 20.0 10-0 10.0 -10-0 -10.0 -20-0 -20.0 30-0 30.0 20-0 20.0 10-0 10.0 -10-0 -10.0 6 .I xi1 ' xi7 1CERTIFY THAT THESE PLANS ARE IN COMPLIANCE WITH SEAL 0 14 E _ + - 0.5 FT THE APPLICABLE SECTIONS OF TITLE 21, CHAPTER56. m M U "' M 049+92.2 07/01/2D10 BD 049+92.2 04/10/2011 AD Darden Ave 57' Tie in - MHW at +5-0' 300 400 500 600 700 800 900 1000 H Scale : 1" - 100' V Scale : 1" - 10' Vertical Datum : NAVD8B 039493.2 07/01/2D10 BD 039+93.2 04/10/2011 AD Smith Ave = 66' Tie in - MHw at +5-0' a, JIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII 300 400 500 600 700 800 900 1000 H Scale : 1" - 100' V Scale : 1" - 10' Vertical Datum : NAVD88 D29+93.5 07/01/2010 BD 029+93:5 04/10/2011 AD Clark Ave J 60' +5.0' Tie in - MHW - at +5.0' 30-0 30-0 20-0 20-0 10-0 10-0 OA 0A -10.0 -10-0 -20.0 -20-0 20-0 20-0 ., -10.0 -10-0 EFX411 tl 441611 JIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII 300 400 500 600 700 800 900 1000 H Scale : 1" - 100' V Scale : 1' - 10' Vertical Datum - NAVD88 Tie in ' -MHW at +5.0' 0594-91.3 07/D1 /2010 BD 059+91;3 04/10/2011 AD Crocker Ave 900 1000 1100 1200 1300 1400 1500 1600 W o W; 400 500 600 700 800 900 1000 T p O 30-0 30-0 V Scale : 1" - 10' Vertical Datum : NAVD88 w M V Scale : 1' - 10' Vertical Datum : NAVD88 00 G M 30.0 W N O + U U1 m m ! _ N t n_ (!7 CHRISTIAN L. GIBSON, P.E. NO. 026273 DATE A m ; r 0 20A = Z + W U " 01,0 20-0 20-0 ° Z r_ Z CIL vii H 079+90.2 07/01/2010 BD w 079+90.2 D4/10/2011 AD 0°w o Hines Ave sLno o 10.0 t WJ 'to ltd 'M E \ N Q m _ 10-0 10-0 U9 10A i3 cv 3 N. T U m C + 0 36' N O m 3 U E o L Tie in^ w " L Q V) o Z to MHw at +5-0' - -10-0 lk 0 m Q a Ll MLW/?S Z J rn > 3 3 LL_ 3 0 v in V) o p t'n -10.0 -10-0 -10-0 00n 00 Q 3 Q M> fA N a N 3 -20.0 -20-0 -20-0 0 Z m Q HE rn a z o z is Z E O z M 300 400 500 600 700 800 900 1000 H Scale 1" - 100' V Scale : 1' - 10' Vertical Datum , NAVDBO C 0 fA U fA C=> a 30-0 30-0 20-0 20-0 10-0 10-0 OA 0A -10.0 -10-0 -20.0 -20-0 20-0 20-0 ., -10.0 -10-0 EFX411 tl 441611 JIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII 300 400 500 600 700 800 900 1000 H Scale : 1" - 100' V Scale : 1' - 10' Vertical Datum - NAVD88 Tie in ' -MHW at +5.0' 0594-91.3 07/D1 /2010 BD 059+91;3 04/10/2011 AD Crocker Ave 900 1000 1100 1200 1300 1400 1500 1600 300 400 500 600 700 800 900 1000 300 400 Soo 600 700 800 900 1000 H Scale : 1' - 100' V Scale : 1" - 10' Vertical Datum : NAVD88 H Scale : 1" - 100' V Scale : 1' - 10' Vertical Datum : NAVD88 H Scale : 1" - 100' V Scale : 1' - 10' Vertical Datum : NAVD89 D N '' 4 'R a o:E t m (n iqp m 0 > Ad c c 20.00 v o D L U m O E t s a C 10.0 CIL o E m oEm Ead p a r. O O m di 00 - U E D m 47 O V j NT N0 4V Ln -10-0 Z = > > N . o -20-0 Z O 30.0 W N O _ O A 0 20A = Z + W U " 01,0 H w 0°w o z 10.0 t WJ 'to v7 Q _ U9 U a- + 0 O 0-D U v L Q V) w -10-0 lk a Z J -20-0 LL_ 30-0 20-0 10-0 1 -10-0 1d 7 JV -V 20-0 10-0 -10-0 30-0 20-0 10-0 0-0 1 -10-0 = 039-1-91-0 D7/Dl/2010 HD = 099+91.0 04/10/2011 AD = Haywood Ave 43' -_ Tie in -MHW at +5-0' - _ MLW >,2S 100 200 300 400 500 600 700 600 goo H Scale 1" - 100' V Scale 1" - 10' Vertical Datum NAV068 = 0193-1-90 D7/01/2010 BD = 093+90.0 04/10/2011 AD Davis Ave = 19' - Tie in - + 5.0' -MHW - - - at +5.0' - - - - O -MLW JIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII 100 200 300 400 500 600 700 800 goo H Scale 1' - 100' V Scale 1" - 10' Vertical Datum NAVDB8 = (3854-9D D7/01/2010 BD = 085+90.0 04/10/2011 AD Crews Ave Jolly Roger Fishing Pier 12' - 5.0' Tie in -MHW at +5.0' -MLW - - - - - - 20-0 20.0 10-0 10.0 -10-0 -10.0 -20-0 -20.0 30-0 30.0 20-0 20.0 10-0 10.0 0.0 OA -10-0 -10.0 -20-0 -20.0 30-0 30.0 20-0 20.0 10-0 10.0 -10-0 -10.0 6d xi) ' xi7 129-1-57.6 07/01/201D BD 129+87.6 04/10/2011 AD Bridgers Ave 53' - +5.0' Tie in MHW at +5-0'. , 1CERTIFY THAT THESE PLANS ARE IN COMPLIANCE WITH SEAL 14 E _ + - 0.5 FT THE APPLICABLE SECTIONS OF TITLE 21, CHAPTER 56. m M M 100 200 300 400 500 Goo 700 800 900 H Scale 1" - 100' V SDale 1° - 10' Vertical Datum NAVDSB = 119+88.7 07/01/2010 8D _ 119+88.7 04/10/2011 AD Rocky Mt Ave 58' - +5.0' Tie in MHWat +5-D' JIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII 100 200 300 400 500 600 700 800 900 H Scale 1" - 100' V Scale 1° - 10' Vertical Datum NAVDBB = 109-1-59.5 07/01/2010 BD _ 109+89.5 04/11/2011 AD Pearson Ave - -+5.0' Tie in - MHW at +5-0' S/...... - - - 30-0 30-0 20-0 20-0 10-0 10-0 OA 0-0 -10.0 -10-0 -20.0 -20-0 30-0 30-0 20-0 20-0 -10.0 -10-0 JIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII 100 200 300 400 500 600 700 Sao 900 H Scale 1" - 100' V Scale 1' - 10' Vertical Datum NAVDBB = 139+86.7 D7/01/2010 BD _ 139+86.7 04/10/2011 AD Monroe Ln _ 1 Tie in 5B' = at +5.0' + _ - 5.0' - MHW 100 200 300 400 500 fi00 700 BOD W o K; 100 200 T p O 30-0 30-0 200 300 400 500 600 700 800 Imp o O_ H Scale 1° - 100' V Scale 1" - 10' O r H Scale 1" - 100' V Scale 1° - 10' Vertical Datum a 3 m °' H Scale 1" - 100' V Scale 1' - 10' Vertical Datum m W N o + U U1 0 m! _ N t a CHRISTIAN (!7 L. GIBSON, P.E. NO. 026273 DATE • m ; r 20 A Z W " C.)O 20-0 2a -o Z j_- Z ¢ N H 159+84.4 07/01/2010 BD w 159+84.4 04/11/2011 AD 'azo r o om o Gaye Ave Q v o ,OA W 'toJ s ,n c E o N Q m U1 Itt m U a- 10-0 10-0 10-0 i3 iv 3 T p mTie C L in at +5.0' 66' 04 m 3 di U v E 0 L w o z N -10-0 MHW lk 6 T O a Z J -20-0 L O V6. -10.0 -10-1) -10-0 00n Q 3 Q rn > V1 N a g co N 3 -20-0 -20-0 -20-0 0 Z Q = rn a z o z Z 100 200 300 400 500 600 700 800 900 is E O z H Scale 1" - 100' V Scale 1' - 10' Vertical Datum NAVDBB C 0 fA U fA o a 30-0 30-0 20-0 20-0 10-0 10-0 OA 0-0 -10.0 -10-0 -20.0 -20-0 30-0 30-0 20-0 20-0 -10.0 -10-0 JIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII 100 200 300 400 500 600 700 Sao 900 H Scale 1" - 100' V Scale 1' - 10' Vertical Datum NAVDBB = 139+86.7 D7/01/2010 BD _ 139+86.7 04/10/2011 AD Monroe Ln _ 1 Tie in 5B' = at +5.0' + _ - 5.0' - MHW 100 200 300 400 500 fi00 700 BOD 900 100 200 300 400 500 600 700 800 900 100 200 300 400 500 600 700 800 900 H Scale 1° - 100' V Scale 1" - 10' Vertical Datum NAVDBB H Scale 1" - 100' V Scale 1° - 10' Vertical Datum NAVDBB H Scale 1" - 100' V Scale 1' - 10' Vertical Datum NAVDBB p N q u1 c 30.0 0 O N a o m iqp m o>Ad 20.0 o v o D L U m O E t s a U 10.0 CL o E m oEm E"d - p 3 O O ai 00 -o>mo E D m a N '+ N O V j NT N Lf)> S 4V0 4V Ln n i L -10-0 Z = > > N . o -20-0 Z U 30.0 W N o _ 00 • 20 A Z W " C.)O H w o zM w ,OA W 'toJ o Q U1 U a- + 'n o p 0000 L C di U w -10-0 lk O a Z J -20-0 L 30-0 20-0 10-0 i -10-0 1d 7 20-0 10-0 0-0 -10-0 30-0 20-0 10-0 0-0 i -10-0 - 189+81.4 07/01 2010 BD = 189 i 1 ;4 {t4/11/2011 AD = Nixon Ave 55' = Tie in MHW at +5-0' - _ MLW 2S 0 100 200 300 400 500 600 700 Boo H Scale 1" - 100' V Scale 1" - 10' Vertical Datum NAVD68 = 179+82.4 07/D1 2010 8D = 179 + 2e4 C}4/11/2011 AD - Bare Foot Ln = 59' Tie in +5.0' _MHW at +5.0' Coe = MLw 2S 0 100 200 300 400 500 600 700 B00 H Scale : 1' - 100' V Scale 1" - 10' Vertical Datum : NAVDB8 = 169+83.1 (37/011/201D BO 6i9+d3.1 _ 1Ci40/2011 AD N. Anderson Blvd = 51' Tie in _MHW at +5-0' .p 9 -2 =MLW 0 100 200 300 400 500 600 700 B00 H Scale : 1' - 100' V Scale 1" - 10' Vertical Datum : NAVDBB 20-0 20"0 10-0 10"0 -10-0 -10"0 -20-0 -20A 30-0 30.0 20-0 20.0 10-0 10.0 -10-0 -10.0 -20-0 -20.0 30-0 30"0 20-0 20"0 10-0 10"0 -10-0 -10"0 E_+/-0.5FT = 219+78.1 07/01 2010 8D 219+78.1 -041 /201 1 AD Beechwood Dr = 58' = Tie in MHW ai +5-0' - 0 100 200 300 400 500 600 700 800 H Scale 1" - 100' V SDale 1" - 10' Vertical Datum NAVD8B = 209+79.1 07/01 2010 8D _ 209+79.1 -04Y1 /2011 AD - Catherine Ave 54' = Tie in -+5.0' - at +5.0' - MHW 0 100 200 300 400 500 600 700 800 H Scale 1" - 100' V Scale : 1" - 10' Vertical Datum : NAVD88 = 2D 1 +OO.D 07/01 2010 8D _ 201 +00.0 04 11/2011 AD = Sidbury Ave = 56' _ +5.0' Tie in a t +5.0' -MHW 0 100 200 300 400 500 600 700 800 H Scale 1" - 100' V Scale : 1' - la' Vertical Datum : NAVD88 30-0 20-0 -10"0 20-0 20-0 -10"0 -10-0 -20"0 -20-0 30-0 30-0 20-0 20-0 -10"0 -10-0 239+53.8 07/011//201C) BD _ 239+' 04 10/2011 AD - Crutchfield Ave _ = Runout Section: -MHW Tie into existing +5.0' 0 100 200 300 400 5D0 600 700 B00 H Scale 1" - 100' V Scale : 1' - 10' Vertical Datum NAVDBB = 229+77.1 07/01 2010 BD - 229+77,1 04/0/201 1 AD = Humphrey Ave = 55' Tie in -+5.0' _ MHW at +5.0' _ 0 =MLW 0 100 200 300 400 500 600 700 B00 H Scale 1" - 100' V Scale : 1' - 10' Vertkal Datum NAVDB9 -20-0 Z O 30.0 N W o = O i + E M:V) 20.0 W a oN H w --o z0° w } 10.0 „ M W -j 00 Q V) cn + U o o co 0-0 Z F --W ice. L Q W -10-0 lk O a Z L -20"0 co 14 00 M J ► M O O W LO •- - Qom°' - U m a+ i M _ Ln C) Q O 0 s N O (!7 _ U a _.I m C7 N • C r-sz Z -t a rn W= r \ m p p O S c E CLn N U O lt> m n T m N 3 Ua7 O L O o N + v M rn Q 3 6. 6. v in V) o o t'n 00n Q 3 Q 3 p Z } O = - Q Z o z O z E C (D N V Q 0 a U1 N c O 30.0 N or a m 0qP m m D>Ad G C M 20.0 o v o D L U m E -I-- CD C C7 N 10.0 OM .Z CIL a Q 9 b m 4-E m ad E 0 :3 o O ai c 0-0 qP E '+ Din D m a N + > r) _ .. 47 O V Ljr) 47V 0 4V Ln n -10-0 Z = > > N . o -20-0 Z O 30.0 N W o = O i + E M:V) 20.0 W a oN H w --o z0° w } 10.0 „ M W -j 00 Q V) cn + U o o co 0-0 Z F --W ice. L Q W -10-0 lk O a Z L -20"0 Plan Plan 30-0 20-0 111-0 0-0 -111-0 -20-0 30-0 20-0 10-0 0-0 -10-0 -20-0 30-0 20-0 10-0 0-0 -10-0 - DA203 — STA. 6-4-00 BD = DA203 — STA. 6+00 AD — ................ .... ..... .... ................ = R -D E PRE -DREDGE GRADE ------------ ...........W .............................. -_ 15' a +7-5' _ _--MEAN HIGH WATER------------ --- MEAN HIGH WATER -- I ----------- s-------------------- N. . . . . . . . . . . . . . . . . . . . . . . . . . . . h' . . . . . . . . . . . . . . . . . — — — — — — — — — — — — — — — — — — — — — _ MEAN LOW WATER m MEAN LOW WATER DREDGE TEMPLA = DREDGE TEMPLATE _ -8.5' – .................................I.. -- - -- - - - -- 1.................... R-220 R377 POST -DREDGE GRADE I I ml Iml l ml I Iml l ml Iml l ml I Iml l ml Iml l ml I Iml l ml Iml l ml I Iml l ml Iml l ml I Iml l ml Imlml ml I I Iml ml I Iml I I I Iml I I Iml I I I Iml I I Iml I I I Iml I I Iml I I I Iml I I ImI I I I ImI I I ImI I I I ImI I I ImI -600 -500 -400 -300 -200 -100 0 100 200 300 4DO 500 600 H Scale : 1' = 100' V Scale : 1" = 10' Varleal Datum : NAVDBa = DA203 — STA. 4+00 BD = = DA203 — STA. 4+DO AD = .. . . . . . . . . . . . . . . . . . . . = PRE -DREDGE GRADE CPRE -DREDGE GRADE _ III = 15' a NOTE: _ Slope skewed due to access area - MEAN HIGH WATER— I MEAN HIGH WATER - - - - - - - - - - - - - - - _ — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — MEAN LOW WATER DREDGE TEMPLATE DRE TEMPLATE MEAN LOW WATER _ -8.5' R-190 \ R260 \POST -DREDGE GRADE -600 -500 -400 -300 -200 -100 0 100 200 300 4DO 500 600 H Scale _ 1' = 100' V Scale : 1" = 10' Vertical Datum : NAVD88 ------------------------------------------ DA203 — STA. 2+00 BD D 203 — STA. 2+DO AD _ CPRE -DREDGE GRADE = PRE-DR)TEMPLA —............W5,+ sMEAN HIGH WATER— MEAN HIGH WATER--- ---------- .............o ............................... ---------------------MEAN LOW WATER DREDGE DRE E TEMPLATE MEAN LAW WATER 85 - ......................................I.. ....... .. ......I. -------------------------- = R-152 8154 _ POST -DREDGE GRADE 30-0 20-0 10-0 -10.0 -20.0 30-0 30-0 20-0 20-0 10-0 10-0 -10.0 -10-0 -20.0 -20-0 30-0 30-0 20-0 20-0 10-0 10-0 -10.0 -10-0 = DA2D3 — STA_ 10+00 DD = DA203 — STA. 10+DD = IPRE-DREDGE GRADE PRE -DREDGE GRADE- 15' RADE ------------- 15' 15' +7_5' S' — MEAN HIGH WATER------------- -------- I -------- --------------- MEAN HIGH WATER — MEAN LOW WATER DREDGE TEMPLATE DREDGE TEMPLATE MEAN LOW WATER R_` R156 - \POST -DREDGE GRADE -600 -500 -400 -300 -200 -100 0 100 200 300 400 500 600 H Scala, I"= 100' V Scale : lm= 10' Vertical Datum : NAVD88 DA203 — STA. 84 -DO ESD DA2D3 — STA. 84 -OD AD . PRE DREDGE GRADE .. .. .. .. .. . . = PRE -DREDGE GRADE - 15 4-7.5's' NOTE: rune dawn part of dike- --- MEAN HIGH WATER---------- ------------- I ------------ ---------- MEAN HIGH WATER -- -- -m---m----m----m- -m- -m- - = MEAN LOW WATER DREDGE TEMPLATE N DREDGE TEMPLATE MEANLOW WATER - .................................1... - - - - -- .............I -- 5 R-214\ 8220 POST-DREOGE GRACE 30.0 20.0 10.0 -20-0 30.0 20.0 10.0 -20-0 -20-0 -20-0 -20-0 I I LL 1 1 LL I -500 -500 -400 H Scale : 1' = 100' V Scale : 1" = 10' -300 -200 -100 0 100 200 300 4DO 500 600 -600 -500 -400 Vertical Datum : NAVDBS H Scala, I"= 100' V Scale : lm= 10' -300 -200 -100 0 100 200 300 400 500 600 Vertical Datum : NAV088 Z O :CW V) WMo w J Z o cn W w v 0 LLJ Z o U M _ _j !7 o o Ippi w pry N O7 00 W d 0 0 ft -0 t U C Q r J o p -Y U m L OO S = °° t U a (t 7 mRi(.D`4 J Z _ T U m O ED O Q a 'v NZ NZ I C r a C 3 e° O D m c o m N U E O s in 6 T Z N * C O m V) ' C *3 > 3 3 O O O O L 7 to h- O L O V (!1 a 3 00 m 9 DODOO x fn M > z g o z 6 00 Q V) z 2 OZ x <v Z c 6 U IAC Cl! O h CD = H V) a Q fn 6- 13 D C V1 m o c c C3 t U L E tQ C Z L 0 Z C:) cD 8 b E r u 4-E Z3 LT L_ N b 0 >t b g 4fn n. C air 47 N DC7 y N v C O O N Z = > =1(A 3 .- v Z O :CW V) WMo w J Z o cn W w v 0 LLJ Z o +14 +12 +10 +I +I +4 +2 MLW -2 sa a is El e _3'Nr - c T. ° 10 OAOE CORRUOATED BACKING PLATE (TYP) i'X 3' 7 GAGE IHANNEL XPX.T/18° (TYP) I SPILLWAY DETAIL NOTES_ 1. TI -E SPILLWAY RISER HEIGHT FOR DISPOSAL AREA SHALL BE 5 FEET AS SHOWN ABOVE 8 ANCHORS, GUY CLAMPS, AND GALVANIZED STEEL STRAND SHALL BE MANUFACTURED BY A. B. CHANCE CO.. CENTRALIA. MO OR APPROVED EQUAL 1 SPILLWAY ELEVATION (TYP) NTS , Vxrlfm )r- ftx = r - 4' NOTES: 1- STOPLOGS SHALL BE PRESSURE TREATED IN ACCORDANCE WITH THE SPECIFICATIONS AFTER MILLING AND CUTTING TO FINAL LENGTH. 2- STOPLOG LENGTH SHALL BE AS NEEDED TO FIT THE SLOTS PROVIDED WITH NO MORE THAN 1/2" CLEARANCE ON EACH END. 3 TIMBER STOPLOG DETAILS (TYP) NTS NOTES: 1. THE CONTRACTOR SHALL FURN15H MID INSTALL FOVR ANCHORS (TWO ON EACH SIDE OF RISER) AS SHOVK 2. ANCHORS, GUY CLAMPS, AND GALVANIZED STEEL STRAND SHALL BE MANUFACTURED BY A. B- CHANCE CD-, CEN RALIA. MO OR APPROVED EQUAL 3, ALL CONNECTING HARDWARE SHALL BE GALVANIZED AND APPROVED BY THE ENGINEER - 5 SPI LLWAY NTS BB - DETAIL (TYP :D CORRUGATED STEEL BAND ANGLES i" 00 0 DO BACKFILL _j 1'7 da W;DID .n > LAND BRIDGE >. 3 co Q w M TO, WEIR BOX O] 06 ' MNINLN Y COVER 15' LEVEE WIDTH CD 3 U DID OVER DISCHNW X PIP Ow- +dd' NAVOM 10' CB'OENI'1 WDR NLW i m N f7iA0E t [L V7 Z' ea C3 C3 wcmP.... I IIIIIIIIIIII INVERT to ST9P OF RISER 0'' c c: Lq 0 V alFJ z r c v _ Z N C) m L O Q WENV Q ABULTGRADE s Z .I a ' E N Ot N CL e4 3 E „.,8,'NLAVWIM O r\ CD C 3 Ez} INV E m +aa INV ELEV, AS L! m E L 0 p am 4 -1 INV ELEV- i NAV086INV to INV C3 T Z N o C 0 Detall Q Z ' C 0 _ •0 > 0 O 0 a O INV ELEW +I.F IA. L in in 7 t!1 L_ O k- O N 1B5 -220 - 280 275 -270 -250 -255 250 -245 -240 -235 -230 225 -220 -215 -210 -105 200 -195 -190 -185 -180 SUPPOI T FRAMES:..... Do 14 sa a is El e _3'Nr - c T. ° 10 OAOE CORRUOATED BACKING PLATE (TYP) i'X 3' 7 GAGE IHANNEL XPX.T/18° (TYP) I SPILLWAY DETAIL NOTES_ 1. TI -E SPILLWAY RISER HEIGHT FOR DISPOSAL AREA SHALL BE 5 FEET AS SHOWN ABOVE 8 ANCHORS, GUY CLAMPS, AND GALVANIZED STEEL STRAND SHALL BE MANUFACTURED BY A. B. CHANCE CO.. CENTRALIA. MO OR APPROVED EQUAL 1 SPILLWAY ELEVATION (TYP) NTS , Vxrlfm )r- ftx = r - 4' NOTES: 1- STOPLOGS SHALL BE PRESSURE TREATED IN ACCORDANCE WITH THE SPECIFICATIONS AFTER MILLING AND CUTTING TO FINAL LENGTH. 2- STOPLOG LENGTH SHALL BE AS NEEDED TO FIT THE SLOTS PROVIDED WITH NO MORE THAN 1/2" CLEARANCE ON EACH END. 3 TIMBER STOPLOG DETAILS (TYP) NTS NOTES: 1. THE CONTRACTOR SHALL FURN15H MID INSTALL FOVR ANCHORS (TWO ON EACH SIDE OF RISER) AS SHOVK 2. ANCHORS, GUY CLAMPS, AND GALVANIZED STEEL STRAND SHALL BE MANUFACTURED BY A. B- CHANCE CD-, CEN RALIA. MO OR APPROVED EQUAL 3, ALL CONNECTING HARDWARE SHALL BE GALVANIZED AND APPROVED BY THE ENGINEER - 5 SPI LLWAY NTS BB - DETAIL (TYP :D CORRUGATED STEEL BAND ANGLES WELD Ll \ S" MINIMUM EXTENSION O O a a BEYOND POST (TYP.) 3B'[Ra 12 GAGE PIPE a STU13 WITH 2 2/3'X 4'-D" B _O° 8X5 POST (TYP.) 5X6 POST (TYP.) an D- C- 12 lYPIOAL W 112- CORRUGATION ANCHOR GUY (TYP) 2X10 (TYP) MAX. UNSUPPORTED LENGTH 96'Dla 10 GAGE STEEL SECTION A—A 2'x 2'x 3/1fi' SQUARE IUBIN PIPE VWTH 3°X 1' OR T STARTING AT THE TOP AND D•X 1• CORRVGATION 2X10 - DESCENDING VERTICALLY ON 36" CMP ° 2 FODT CENTERS 1 , A ONE HALF OF ANTI—SEEP COLLAR SHOWN - 2X12 1 2 X 2" SLOTTED HOLES OTHER HALF SAME EXCEPT SLOTS ARE f. 3"X 3" 7 GAGE 3/6• DIA BOLTS VERTICAL 3 3/16• BOTTOM PLA CHANNE_ ELEVATION 2X12 (TYP.) L 3-X 3. 7 GAGE NOTES: CHANNEL n 3/4•X 6• EYE BCLT (TYP) p BOLT THRU WITH 1 2 DIA. F BOLTS, NUTS do WASHERS 1. UNASSEMBLED ANTI -SEEP COLLARS SHALL BE MARKED BY PAINTING OR TAGGING WHEN NECESSARY Q Z C) (GALVANIZED] TO IDENTIFY MATCHING PAIRS TO SECURE A PROPER INSTALLATION. ion I IL co 2- A3[8" X 12" WIDTH NEOPRENE GASKET SHALL BE INSTALLED AT THE LAP BETWEEN THE TWO HALF w SECITIIONS AND BETWEEN THE PIPE AND COUPLING BAND. THESE LAPS SHALL ALSO BE CAULKED D_ WITH BITUMINOUS MASTIC AT THE TIME OF INSTALLATION - 3. ALL WELDS AND HEAT AFFECTED AREAS ON ZINC COATED METAL SHALL BE THOROUGHLY CLEANED AND \zLoGS SEE DETAIL 3 TREATED IN ACCORDANCE WITH ASTM A760. ALL HARDWARE SHALL BE HOT DIP GALVANIZED IAW ASTM A153. 2 SPILLWAY PLAN (TYP) 4 SUPPORT FRAMES FOR EFFLUENT PIPE (TYP) 6 ANTI—SEEP COLLAR DETAIL (TYP) NTS NTS NTS O Elm i" 00 0 DO M _j 1'7 da W;DID .n > >. 3 co Q w M in O] 06 ' O Z E o CD 3 U DID N N O O i m N t [L V7 Z' ea C3 C3 U I > m fiCD w c c: Lq 0 V alFJ z r c v _ Z N C) m L O Q t Q . s Z .I a ' E N Ot N CL e4 3 O r\ CD C 3 Ez} m L! m E L 0 p am 4 0 to C3 T Z N o C 0 CIO Q Z ' C 0 •0 > 0 O 0 0 O O L in in 7 t!1 L_ O k- O N WELD Ll \ S" MINIMUM EXTENSION O O a a BEYOND POST (TYP.) 3B'[Ra 12 GAGE PIPE a STU13 WITH 2 2/3'X 4'-D" B _O° 8X5 POST (TYP.) 5X6 POST (TYP.) an D- C- 12 lYPIOAL W 112- CORRUGATION ANCHOR GUY (TYP) 2X10 (TYP) MAX. UNSUPPORTED LENGTH 96'Dla 10 GAGE STEEL SECTION A—A 2'x 2'x 3/1fi' SQUARE IUBIN PIPE VWTH 3°X 1' OR T STARTING AT THE TOP AND D•X 1• CORRVGATION 2X10 - DESCENDING VERTICALLY ON 36" CMP ° 2 FODT CENTERS 1 , A ONE HALF OF ANTI—SEEP COLLAR SHOWN - 2X12 1 2 X 2" SLOTTED HOLES OTHER HALF SAME EXCEPT SLOTS ARE f. 3"X 3" 7 GAGE 3/6• DIA BOLTS VERTICAL 3 3/16• BOTTOM PLA CHANNE_ ELEVATION 2X12 (TYP.) L 3-X 3. 7 GAGE NOTES: CHANNEL n 3/4•X 6• EYE BCLT (TYP) p BOLT THRU WITH 1 2 DIA. F BOLTS, NUTS do WASHERS 1. UNASSEMBLED ANTI -SEEP COLLARS SHALL BE MARKED BY PAINTING OR TAGGING WHEN NECESSARY Q Z C) (GALVANIZED] TO IDENTIFY MATCHING PAIRS TO SECURE A PROPER INSTALLATION. ion I IL co 2- A3[8" X 12" WIDTH NEOPRENE GASKET SHALL BE INSTALLED AT THE LAP BETWEEN THE TWO HALF w SECITIIONS AND BETWEEN THE PIPE AND COUPLING BAND. THESE LAPS SHALL ALSO BE CAULKED D_ WITH BITUMINOUS MASTIC AT THE TIME OF INSTALLATION - 3. ALL WELDS AND HEAT AFFECTED AREAS ON ZINC COATED METAL SHALL BE THOROUGHLY CLEANED AND \zLoGS SEE DETAIL 3 TREATED IN ACCORDANCE WITH ASTM A760. ALL HARDWARE SHALL BE HOT DIP GALVANIZED IAW ASTM A153. 2 SPILLWAY PLAN (TYP) 4 SUPPORT FRAMES FOR EFFLUENT PIPE (TYP) 6 ANTI—SEEP COLLAR DETAIL (TYP) NTS NTS NTS O Elm i" 00 DO f .n > E co Q N Z E o CD 3 N C3 Q N C3 C3 > c c: J 0 V o S c C) a L Q t Q CD i Ot o Ez} m L! 0 am 4 Ll U 47 o o cn N .C7 >• Q>7 o L vi L => Z V1 0 WELD Ll \ S" MINIMUM EXTENSION O O a a BEYOND POST (TYP.) 3B'[Ra 12 GAGE PIPE a STU13 WITH 2 2/3'X 4'-D" B _O° 8X5 POST (TYP.) 5X6 POST (TYP.) an D- C- 12 lYPIOAL W 112- CORRUGATION ANCHOR GUY (TYP) 2X10 (TYP) MAX. UNSUPPORTED LENGTH 96'Dla 10 GAGE STEEL SECTION A—A 2'x 2'x 3/1fi' SQUARE IUBIN PIPE VWTH 3°X 1' OR T STARTING AT THE TOP AND D•X 1• CORRVGATION 2X10 - DESCENDING VERTICALLY ON 36" CMP ° 2 FODT CENTERS 1 , A ONE HALF OF ANTI—SEEP COLLAR SHOWN - 2X12 1 2 X 2" SLOTTED HOLES OTHER HALF SAME EXCEPT SLOTS ARE f. 3"X 3" 7 GAGE 3/6• DIA BOLTS VERTICAL 3 3/16• BOTTOM PLA CHANNE_ ELEVATION 2X12 (TYP.) L 3-X 3. 7 GAGE NOTES: CHANNEL n 3/4•X 6• EYE BCLT (TYP) p BOLT THRU WITH 1 2 DIA. F BOLTS, NUTS do WASHERS 1. UNASSEMBLED ANTI -SEEP COLLARS SHALL BE MARKED BY PAINTING OR TAGGING WHEN NECESSARY Q Z C) (GALVANIZED] TO IDENTIFY MATCHING PAIRS TO SECURE A PROPER INSTALLATION. ion I IL co 2- A3[8" X 12" WIDTH NEOPRENE GASKET SHALL BE INSTALLED AT THE LAP BETWEEN THE TWO HALF w SECITIIONS AND BETWEEN THE PIPE AND COUPLING BAND. THESE LAPS SHALL ALSO BE CAULKED D_ WITH BITUMINOUS MASTIC AT THE TIME OF INSTALLATION - 3. ALL WELDS AND HEAT AFFECTED AREAS ON ZINC COATED METAL SHALL BE THOROUGHLY CLEANED AND \zLoGS SEE DETAIL 3 TREATED IN ACCORDANCE WITH ASTM A760. ALL HARDWARE SHALL BE HOT DIP GALVANIZED IAW ASTM A153. 2 SPILLWAY PLAN (TYP) 4 SUPPORT FRAMES FOR EFFLUENT PIPE (TYP) 6 ANTI—SEEP COLLAR DETAIL (TYP) NTS NTS NTS O Elm Plan 14 I CERTIFY THAT THESE PLANS ARE IN COMPLIANCE WITH SEAL THE APPLICABLE SECTIONS OF TITLE 21, CHAPTER 56. da K; to i L C,4 ft d) 0 C) j v Ln d) 0 CHRISTIAN L. GIBSON, P.E. NO. 026273 DATE Lol co m J(.D C4 .j j- 4L> x tj t oz I Ln ll% V) c 0 e4 CL L) E 0 C3 m On *0 0 0 6- k - Q (n Go m m co T m z 0 z > i5 6 -< m z m E C%! C! Lq CD M rj 0 C) E E 0 iD ::$ C3 CD 0 40 0 0 V; L) CD AUQNMENT TABLE OF COORDINATE$ DA109 TOP OF DIKE 0 c NAME EASTING NORTHING NAME EASTING NORTHI NG - A 2 415.232A 2,35,209-5 K 2,419,020-2 23a,210-3 0 9 2,41B.24-3-0 2,419,34.1 A 23B.29B-3 M,323-7 L 2.4-18.931-7 2.4ia.615-7 238.160-D 23A.660-3 c m D 2,410,42,5.9 238,39313 N 2A18.Q9.7 237.97a.3 E 2,418,579.6 2,35.504.7 0 2.4-15,304,9 237.9Q2.D Lu 00 F G 2,41B,976-0 419,120-5 2,315,854-0 23B.Z72-7 P 9 2,41a,107-2 2 417T 237,913-9 VOLUME TABLULATIONS 2.419.182,3 2,38. Us 238,OW H 1 .4 .974 5 AREA GRADE 1 2,419,3103 1 2313, 97.7 - 2 418,154.1 230,225A DISPOSAL AREA Z03 527,000 Z d 2,419,213.9 1 2,35,A-- —189 Z, c 0 DISPO&AL--A-R-E-A-i 300,000 Lu >- HORIZONTAL COORDINATES ARE REFERENCED TO NADa3 TOTAL K4ATE:-'- --"nlcn a27,000 c NAME AUGNMENT TABLE EASTING OF COORDINATES NORTHING DA189 INTERIOR NAME SECTIDNS EASTINO NOWRI-N—G QUANITIES ARE EXPRESSED IN CUBIC YARDS 1 2.418.41 IA 2311,013.8 9 2.4-18.7683 238,409 6 cy- c) 2 2 410.356.3 239.150.5 10 2.4-18.606.6 238 534,8 < L -Li 3 4 2,410 498.0 2,418,501.6 23B,311.4 2,35,097.8 11 12 2,419.252.1 2,419,149,13 238,Yl-4.1 238,567.4- ALIGNMENT TABLE OF COORDINATES NAME EASTING NORTHING - DA189 BASELINE STATION RANGE 7__ IL L"i 0 5 2 415.57Z 7 W35.200 7 13 2.+19.1370 2 23a.550.5 8g_1 2,418.0083 237,891.8 0.0 0.0 C) a 2 418.453-7 23B,364-4 14- 2,41a.994 --O 238,603-8 189-2 Z,419,706.2 1 239,076.6 2,070A 0.0 cl: 7 "t "' 197.1 15 2.4-1 a.921.3 238.7e4,5 c) IL 5 H2:V4:7FN 1 2313,359.5 HORIZONTAL COORDINATES ARE REFERENCED 10 NAD83 0 11-6.1 ry- HORIZONTAL COORDINATES ARE REFERENrED TO NADa3 z Plan 211-0 10-0 0-0 -10-0 -211-0 211-0 11-0 -10-0 -211-0 211-0 0-0 -10-0 -20-0 DA189 STA, 6+00 BD DA1 89 - STk 6+00 AD - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - PRE -DREDGE GRADE - - - - - - - - - - - - - - - Is, - - - - - - - - . . . . . . . . . . . . -15 -- - - - - - - - - - - - +7.5' +7.5' MEAN HIGH WATER MEAN HIGH WATER - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 9 - - - - - - - - - - - - - - - - - - - - MEAN LOW WATER MEAN LOW WATER DREDGE TEMPLATE-- < M -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - DREDGE - - - - - 71 1L ----------- + TER DREDGE: TEMPLATE ---- - ----- - - 1.1 , - a - I - - - - - - - 1. -- - R -I 16 IGIR R-56 R1 55 - - - - - - - - - - - - - - - - - - - - - - - - - - . . . . . . . . . . . . . . . . . . . . . . . . . . . . . An POST -DREDGE E -40Q -30Q -200 -100 Q 100, 200 .300 400 H Scale 1' 100' V Scale '- 1" 10' Vertical Datum NAVD85 DA1 89 - STA. 4+00 BD DA1 89 - STk 4+00 AD - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - PRE -DREDGE GRADE - - - - - - - - - - - - - . . . . . . . . . 451 - - - - - - - - - - - - - - +7.6' 4-7.5' MEAN HIGH WATER MEAN HIGH WATER - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - MEAN LOW WATER MEAN LOW WATER DREDGE TEBAP -77,6 3 R- - - - - - - - - - - -- TER *E TEMPLA < DREDGE TEMPLATE . . . . . . . . . . . 0 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - R -14B 122 - - - - - - - - - - - - - - - - - - - - - - - - - - . . . . Z POST -DREDGE GRADE -400 -300 -200 -100 0 101) 200 .300 400 H Scale 1m 100' V Scale '- In 10' Vertical Datum NAVD813 DA189 - ETA. 2-4-00 8D DA1 89 - - - - - - - - - - - - - - - - - - - - - - - - - - - STA, - - - 2-1-00 - - - -- AD - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 4-7.5' PRE -DREDGE GRADE 4-7.5' MEAN HIGH WATER MEAN HIGH WATER -------------- ---- ......... ------------------------------- - - - - - - - - - - - - - - MEAN LOW WATER MEAN LOW WATER < DREDGE TEMPLATE 0 -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - R - - - - 7 P R E -O- - ------ ------ 5 VRE E. GFI.AIE R TE ........... . ......... R-1 13 R72 -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - POST -DREDGE GRADE 20.0 20-0 10.0 10-0 - 10-0 -10-0 -20-0 -20-11 20.0 20-0 10.0 10-0 -10-0 -10-0 20-0 -20-11 20.0 20-0 10.0 10-0 -10-0 -10-0 -20-0 -20-0 DA189 - STA, 12+00 BD 1 DA189 -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - STA. - - - - - - 12-+-00 - - - - - - - AD . - - - - - - - - - - - - - - - - - - - - - - -4-00 -Jou -200 -100 a 100 200 ago 400 H scale 1" IGO' v scale - in 10' Vertical Datum t NAVUESE! DA189 - ETA. 10+00 - PRE -DREDGE GRADE I DREI E G E DA189 . . . . . . . . . . 15 - - - - - - - - - - - - - - - - . . . . . . . . . . . . . . . . . . 'RI .15 -- - - - - - +7. +7'6' PRE -DREDGE GRADE 4' 47.5' DR MEAN HIGH WATER N' HIGH IN -- - - - - - - - - - - - - - - - - - - - - - M HIGH WATER - - - - - - - - - - - - - - - - - - - - - - - - - - - WATER =1 - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - MEAN LOW WATER T R - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - MEAN LOW WATER MEAN JE VATER MEAN LOW WATER U - - - - - - - - - - - - - - - - - - - - LOW WATER - - - - - - - - V5 - - - - - - ...... ........... - - - - - - - - - MEAN LOW WATER MEAN LOW WATER DREDGE TEMPLATE P A E -- ---------- - - - - ..... . .. - M 0 0 J-- DREDGE TEMPLATE DREDG - r-! Lop 9t , 60 . . - 15-0' Slopte skewed due to -1.5-0' R-177 _ . - - - - - - - - - - - - - - - - - - - - I R21 5 - - - - - - - - . . POST -DREDGE GRADE . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . -4-00 -Jou -200 -100 a 100 200 ago 400 H scale 1" IGO' v scale - in 10' Vertical Datum t NAVUESE! DA189 - ETA. 10+00 BD DA189 - STk 10+00 AD ... - - - - - - - - - - - Is, . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 151 - STA, 8- 00 PRE -DR EDGE GRA DE P -Dli6GE'G 7f 7 4-7.5' + PRE -DREDGE GRADE +7.6' N' HIGH IN -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - WATER _MEAN ::3 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - VATER MEAN LOW WATER U - - - - - - - - - - - - - - - - - - - - LOW WATER - - - - - - - - V5 - - - - - - ...... ........... - - - - - - - - - MEAN LOW WATER MEAN LOW WATER - - - - - - Cd - - - - - - - - - MEAN LOW WATFR DREDGE TEMP M 0 0 J-- r-! Lop 9t , 60 n Slopte skewed due to Cq . . . - - - - DREDGE -TUEEAP TfE- - - - - - - ILA _ . - - - - - - - - - - - - - - - - - - - - . . . . . . . . . - - - - - - - - - - - - - - - - - - - - - - - - - - - - - . . . . . . . . . . . . . .. ; . . . . . DREDGE: TEMPLATE. DREDGE R-130 TEMPLATE 15-0' -- - - - - - - - - - - - - - - - R-1 67 - - - - - POST -DREDGE GRADE . . R261 - - - - - - - - - - R-145 POST -DREDGE GRADE . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . -4-00 -Jou -200 -100 a 100 200 ago 400 H Scale 1" 100' V Scale 10 10' Vertical Datum t NAVD88 DA189 - STA. 8+00 8D DA189 - STA, 8- 00 AD PRE -DREDGE GRADE PRE -DREDGE GRADE da K; -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 15 47 C4 47.5' HIGH WA i L U HIGH WATER _MEAN -------------------------------- - - - - - - - - - - - - - - ............ - - - - - - ...... ........... - - - - - - - - - MEAN LOW WATER MEAN LOW WATER - - - - - - - - - - - - - - - - - - - MEAN LOW WATFR DREDGE TEMP M 0 0 J-- r-! Lop 9t , 60 Slopte skewed due to 1! M a u, C4 . .1 C> atatlan no perpendicular to - - - - - - - - - - - - - - - - - d1ke - -11-0 . . . . . . . . . . . . . . . . . . . . . .. ; . . . . . DREDGE: TEMPLATE. DREDGE TEMPLA R-130 DREDGE TEMPLATE 15-0' -- - - - - - - - - - - - - - - - - - - - - - - - POST -DREDGE GRADE . . . . . - - - - - - - - - - - - - - R-145 V) CL R211 R152 I CERTIFY T14AT THESE PLANS ARE IN COMPLIANCE WITH THE APPLICABLE SECTIONS OF TITLE 21, CHAPTER 56. 20.0 CHRISTIAN L. GIBSON, P.E. NO. 026273 10.0 -10-0 -20-0 20.0 10.0 -10-0 -20-0 20.0 20-0 10.0 10-0 -10-0 -10-0 -20-0 -20-0 DATE SEAL DA1 89 - STA. 13+50 BD DA189 - STA 13+50 AD PRE -DREDGE GRADE da K; . . . . . . is, - - - - - - - - 47V C4 47.5p MEAN HIGH i L U MEAN HIGH WATER - - - - - - - - - - - MEAN LOW WATER - - - - - - - - - - - - - - - - - - - - - - - - - - - - - MEAN LOW WATER C) Ln DREDGE TEMP M 0 0 J-- r-! Lop 9t , 60 Slopte skewed due to 1! M a u, C4 . .1 C> atatlan no perpendicular to - - - - - - - - - - - - - - - - - d1ke - -11-0 . . . . . . . . . . . . . . . . . . . . . .. ; . . . . . DREDGE: TEMPLATE. R-130 15-0' -18-0, POST -DREDGE GRADE r V) CL R152 R1B9 SEAL 14 da K; to C4 i L U C 0 C,4 Inn -y C) Ln Q M 0 0 J-- r-! Lop 9t , 60 dd 1! M a u, C4 . .1 C> C) r - a z a = 48 Ln CO c r V) CL 4 0 CD L) E 0 0 _r_ in C3 W M C C 0 0 0 6. 0 6. 6. U 00 DO fn rL W w) > 6. i5 co V) M z 2 Z < a E Cl! C! Lq CD 3 0 10 V) < 0 :E C4 p IIZZ 0 L E IIZZ M E -0 C:) E (D E 4-E ZI ca 0 U b V) Z L. r.L Zj C Q VI v 24 >, -n 1F3 T! r_ 3E > r 0 (A 211.0 LU :C IL V) 111.0 L IS C71 0 A 00 In- LLJ 0-0 z LU C 0 -10_0 :C 1. LLJ IL LLJ 0 -20-0 11=1 0 LLJ Plan Plan Plan Plan Plan Plan 1 CERTIFYTHATTHESE PLANSARE IN }MPLIANCE WITH SEAL THE APFLICABLE SECTICJN CJF TITLE 2'I, CHARTER56. '" ° "' K' o.o o.o . ° M . 3 M 0 TYPICAL CUT TEMPLATE ', d o o ,° 1 t ' ' o o j o e o s ' ' ' m t a V7 . EXiscr Gratle - CHRI TIAN L. G'IBSDN P.E. IV . ID262 3 DATE N v I -s.o . . . a a . a . a . a . . a . a . a . . . . . . . . . . . . . . . . . . _s.o . oa o l f o o a mes r g+ a / 3f o .o - o Q f2 f o t = r m MOemplate - E (AS SHOWN) 44+(}fl t 4 13 j201 1 AD i zQ 3 v I TH AR S _5.0 . . m . m . m . m . . m . m . m . m . m . . m . m . m . m . m . m . _5_0 -5A . m . mm mm mmmmmm mmmmmmmmmm mmmmmmm _5_0 ZZ ,n N L d mmm m m mmmmmm ^ -10.0 . . . . . . . . . . . . . . . . - ALLOWABLEOD (AS SHOWN) -10.0 ;i 3 N G LEFfI TOE RIGHT TDE Q 3 BA' BA' m p m v s -100 -50 0 50 100 _ioo . m . m . m . m . m . m . m . ml _fa=o m . m . m . m . m . m . _ioA -io_o m m m m m m m m m m I I _ o_o m m m m m m m _ oo o m z Nv, R-40 R40 R-75 R75 C Q c 3 > 3 3 o o 0 0 L 7 L V t!1 O O (!1 -15.0 -15A -15_0 -15_0 -100 -50 0 50 100 -100 -50 0 50 100 H Scale ; 1° - 50' V Scale ; 1° - 5' Verticol Datum : MLW H Scale ; 1' - 50' V Scale : 1' - 5' Vertkal Datum : MLW 0_0 0_0 0.0 0_0 0_0 OA 3 a 1 fzflla a . oo o f f o o a oo fz f o = m g o3+oQ o / J 7 a 3s- - o 4/ 3/ 077 ao a. +aa /73/ a77 a M g y Z 0 -5_0 mmmmmmmmmm mmmmm mmmmmm m mmmmmmmm _5_0 _5.0 . m . m . m . m . m . m . mmmmmm mmmmmmmmmm m _5_0 -5_0 m mmmm mm mmmmmm mmmmmmmmmm mmmmmmm _5_0 Q v o o v Z O •U N O u7 N 8 6A' BA' y m a [/1 n C - o_o mmmmmmmmmmmmmmmml _,o mmmmmmmmmmmmm _ o.o _io.o . m . m . m . mmmmmmmmml I _,o=o mmmmmmm mmmm _io_o -io.o mmmmmmmmmml I _,o_o mmmmmmm _ o_o 3 a R-40 y R40 R-40 R R-75 R75 J ' u 1 m o D i S v C -15_0 -15.0 -15.0 -15_0 -15A -15_0 p c -100 -50 0 50 100 -100 -50 0 50 100 -100 -50 0 50 100 y H Scale : " - 5D' V Scole : 1" - 5' Vertical Oatum ; MLW H Scale ; 1° - 50' V Scale ; 1° - 5' Verticol Datum : MLW H Scale ; 1' - 50' V Scale : ' - 5' Vertical Datum : MLW 6 O 0_0 0_0 0_0 0.0 0.0 0_0 OA 0_0 a Q 2 -(}{ {}9j2 j2fl10 B[ o o a f j o eo . 7 00 0 f f o a 4 -I-00 fl9 j2 j 01 t [ J c, o z+oa oa/ . /z ,a +ao o / f o , , 7- - 0 / 3/ 01 i o + a ./73/ 1 a o Zm s 6 N .. + a u . p mmmmmmmmmmmmm m mmmmm mmmmmmmmmmmmmmmmmmmm m _5_0 -5_0 mmmmm . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . -5_0 -5.0 m . m . m . m . mmmmm mm mmmmmm mmmmmmm mmmm _5_0 -5A m mmm mmm mmmmmm mmmmmmm m mmmmmmm _5_0 m m m m m m m m m m m m m m m N C O ` L O - o .° i a _a 8 ' BA' BA' 6 0 a y c - 3 > -10_D mmmmmmmmmmmmmmmml I _4p mmmmmmmmmmmmm _1p0 mmmmm . . . . . . . . . . _fo- . . . . . . . . . . . . . _10A -10.0 m . m . m . m . m . m . m . m . l I _4p_p' mmmm mmmmmmm _10A -10A mmmmmmmmmml I _ip_p'mmmmmmm _1p_p N V m R-40 R-40 R4D R-40 40 R-75 R75 O y N 3 C o Z = fA O -15_D -15.0 -15A -15.0 -15A -15A -15_0 -100 0 0 50 100 -100 -50 0 50 100 -100 -50 0 50 100 -100 -50 0 50 100 H Scale : " - 50' V Scole : 1" - 5' Vertical Oatum : MLW H Scole : 1" - 50' V Scale : 1° - 5' Vertical Datum : MLW H Scale : 1° - 50' V Scale : 1° - 5' Verticol Datum : MLW H Scale : 1' - 50' V Scale : ' - 5' Vertical Datum : MLW 0_D 0_0 0_0 0.0 0.0 0_0 OA OA Z 1 (}fl { j2 j2fl10 BC o o o f f o o . oo o f f o7 a 41 -I-00 fl9 j2 j 01 {} [ o +oa o / . / ai a 5+ao 04/ 3/ oi ,aa 3 -+- o 4/ 3/ oi ao a +oa a /i3/ ai 7 a v _yrp mmmmmmmmmmmmm mm mm mmmmmmmmmmmmmmmmmmmmmm _5_0 -5_0 . m . m . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . -5_0 -5.0 m . m . m . m . m . m . m m . m . m . m m . m . m . m . m . m . m _5_0 -5A mmmmmmmmm mm mmmmm mmmmmmmm mmmmmmmmm _5_0 0 W e_a B_o e_o i -10_D mmmmmmmmmmmmmmmm J _ . m . m . m . m . m . m . _1p0 _100 . m . m . . . . . . . . . . . . _y . . . . . . . . . . . . _ OA - O.O m . m . m . m . m . m . m . m _fo_p• . m . m . m . m . m . m _10A - OA m . m . mmmmmmm aa.o' mmmmmmmm _10_D - Y C U R I40 R40 R- R I R-I40 I R Ifi5 R65 a w O W U c -15_D -15.0 -15_4 - 5A - 5.0 -15A - 5A -15_D -100 0 0 50 100 -100 -50 0 0 50 100 0-100 -50 0 0 50 100 -100 -50 0 50 100 R H Scale : 'I - 5D V Scole : 1 - 5' Vertical Datum : MLW H Scole : 1 - 50 V Scale : 1 - 5 Vertical Datum : MLW H Scale : 1 - 50' V Scale : 1 - 5 Verticol Dotum : MLW H Scale : 1 - 50 V Scale : 'I - 5 Vertical Datum : MLW 0_D 0_D 0_4 0.0 0.0 0_0 OA OA W c a a f 1 fl7 0 a o - a a f f o oo o f f 7 o a o l f o7 a ; o oo+oo o / . / 7 ,a +ao J . / 07 , a . 5-+- 0 a/ . / 017 o +a ./73/ a7 7 a O _ i _yrp mm . m . m . m . m . m . . m . m . m . m . m . . m . m . m . m . m . m . _5_0 -5_0 . m . m . . . . . . . . . . . . . . . . . . . . . . . . . . _5_0 -5.0 m . m . m . m m . m . m . m . m . m . m . m . m . m . m _5_0 -5A . m . m . m . m . m . m . m . m . m . m . m . m m . m . m . mmmmm _50 m m m . m . . . . . . . . . . . m . m . . . . m m m m . m . . . Q ,{ o W e_a' e ' a_o' ' Q -10_D . . . . . . . . . m . m . m . m I _4p / . . m . m . m . _1p.0 _10_0 . a . a . . . . . . . . . . . . I _t .p: . . . . . . . . . . . . _ OA - 0.0 m . m . m . m . m . m . m . m . I fp:p' . m . m . m . m . m . m _10A - OA m . m . m . m . m . m . m . I._ip_o• . . . . . . . . . . . _10_D U ? -40 R- R-40 40 R- R40 0 W R 0 -15_D -15.0 -15_0 - 5A - 5.0 -15A - 5A -15_D -100 -50 D 50 100 -100 -50 0 50 100 -100 -50 0 50 100 -100 -50 0 50 100 H Scale : 1" - 50' V Scole : 1" - 5' Vertical Datum ; MLW H Scole ; 1" - 50' V Scale ; 1° - 5' Vertical Datum ; MLW H Scale ; 1° - 50' V Scale ; 1° - 5' Verticol Datum : MLW H Scale ; 1' - 50' V Scale : 1' - 5' Vertical Datum : MLW 1 CERTIFYTHATTHESE PLANSARE IN }MPLIANCE WITH SEAL THE APFLICABLE SECTICJN CJF TITLE 2'I, CHARTER56. '" ° "' K' U > M , M 0 . ° M >. 3 . Ri w ;, m d o o c M - O U o s a.o o. a.a a.o o.a ' ' ' ' ' ' ' m m ° s a tn 4 C}0 t73 24 2fl1 Q gD S F C}0 9 24 2010 d J-i-OQ 0 24 201 fl D CHRI TIAN L. GIBSDN, P.E. NrJ. 262 3 DATE m f,i `" U sl 49+ [7 0 1 . / o Ad `°' ,, 54+{]0 a4f13f2011 Ad 59+{]0 C]4f13f2 11 1 0 -{ fl C7 24 2{71C} Q a!F Js z r v 64+Q0 04 j 3 f 241 1 AD = _ N m ~ o c m •-- -- •1 Q ee 3 C m . ,, j. m . sZ .n N L a -5.0 mmmm . m . m . m . m . m . m . m . m . m m . m . m . m . m . m . . m . m . m . m . _5.p _5.4 . m . m . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . -5.6 -5.a m . m . m . m . m . m . m . m . m . m . m . . m . m . m . -5.0 -5.0 m . m . m . m . m . m . m . m . m . m . m . . m . m . m . m . m . m . m . mmmmmmm _5.0 O v7 N H 3 N 3 B_D' 8.0' S_0' SA' Q m O m v s 4 _ o,o mmmmmmmmmml I _ o_a . m . m . m . _io,a _ a,a . m . m . . . . . . 1 I _io_o . . . . . . . -io,o -io,a m . m . m . m . m . l I _io.o m . m . m . m _io,o -io,o m . m . m . m . m . I -io_o'mmmmmmm _ o, o° o ;; Z v, R-75 R75 R-75 R75 R-75 R75 R-75 5 m Q c ',,-Y-^ ic C > C C •O O O O L 7 L V t!1 O O (!1 -15.0 -15,0 -15.4 -15,0 -15,a -15,0 -15,0 -15. -10 -56 50 14 - 04 -56 0 5D 00 - 60 -50 a 50 60 -100 -54 0 5 100 H Saale : 1" = 50' V Scale : 1" = 5' Vertical Datum ; MLW H Scale ; 1" = 50' V Scale ; 1° = 5' Vertical Dakum ; MLW H Scale ; 1° = 50' V Scala ; 1° = 5' Vertical Dakum : MLW H Scale ; 1' = 50' V Scale : 1" = 5' Vertkal Datum : MLW 7 a o.o q - }{ {}9 24 2fl1Q D o.o a.a S C} C}9 2 - 2D10 E C a.o o,a -OQ 0 24 2 1C1 D o,a o,o -FOfl fl9 24 2fl1 C} o,o 3 ea-oQ o f 3/2a7 aa 5. a- o t]4f13f2011 aa 5 a a4/ 3/2071 ao 3+aa d4f13f2411 aD g ..., .._._. ai = _ ' M g ---- , o y Z -5.0 mmmmmm mmmmmmmmmmm mmmmmmmm mmmmmmm _5.p _5.4 . m . m . . . . . . . . . . . . . . . . . . -5.0 -5,0 . m . m m . m . m . m . m . m . m . m . m . m m . m . m . m -5. -5,0 mmmmmmm mmmmmmmmmmm mmmmmmmmmmmm mmmmmmm _5,0 x Z O ' N O h N S 0' -8 0' S 0' SA N 0] a [n n - o.o - - - - - - - - - - - oA' - - - - - - - -io,a - a.a - - - - - - - - - - -io_o' - - - -io,o -io,a - - - - - - - - - - -io.o'- - - - - - - -io,o -io,o - - - - - - - - - - -io_ ' - - - - - o.o ,--. c o 3 a R-75 R75 R-75 R75 R-75 R75 R-75 ' p J . ' N m C C m ° U -15.0 -15,0 -15.4 -15,0 -15,0 -15,0 -15,0 -15.0 p p c -100 -5Q 50 100 -'104 -50 0 5D '100 -'160 -50 o 50 '160 -100 -5o 0 50 100 L a H Scale : 1" = 50' V Scole : 1" = 5' Vertlaal Datum ; MLW H Scale ; 1" = 50' V Scale ; 1° = 5' Vertical Dakum ; MLW H Sca14 ; 1° = 50' V Scale ; 1° = 5' Vertical Dakum : MLW H Scale ; 1' = 50' V Scale : 1" = 5' Vertical Datum : MLW 6 y V 3 o.o q7fiCtCl C}9 24 2fl1Q D o.o a.a 52fC}C} C}9 24j2D10 E C a.o o,0 57-i-OQ 09j24 2C}1Cl D o,a o,o i2-FOCI fl3j2 2fl1 C} o,o a Q 7+0 o J 3/2o1 ,aa 5 +ao 4f13f2011 Aa 3 2017 ,o s2+DO a -j73/2477 D o " `' ° P '+., r Z s „ 6 N -5.0 mmmmmm mmmmmmmmmm mmmmmmmmm m mmmmmmm -5.0 -5.4 mmmmm . . . . . . . . . . . . . . . . . . -5.0 -5,0 m . m . m mmmmmmmmmmm mmmmmm mmmm mmmmmmm -5.0 -5,0 mmmmmmm mmmmmmmmmmm mmmmmmmmmmmm mmmmmmm _5,0 m . m mm m mm mmm . . . . . . . . •`W',a..,.. ...uf p [i p 9 3E 0 s B 0 -8 0' $0' SA } 0 = a - a.o mmmmmmmmmml I _ o_a mmmmmmm _ o,a _ a,a mmmm'm . . . . I _io_o . . . . . . . -io,o -io,o mmmmmmmmmm I -io.o mmmmmmm -ia,o -io,o mmmmmmmmmml I _ _ mmmmmmm _ o,o y IO , m o ,r m ., R-75 R75 R-75 R75 -75 R75 R-75 5 Z = j j o Ja 1 0 r -15.0 -15,0 -15.4 -15,0 -15,0 -15,0 -15,0 -15.0 -100 -5Q 0 50 100 -104 -50 0 50 100 -1Q0 -5 0 50 1Q0 -1 0 -50 0 50 1 0 H Scale : " = SD' V Scole : 1" = 5' Vertical Datum ; MLW H Scale ; 1" = 50' V Scale ; 1° = 5' Vertical Dakum ; MLW H Sca14 ; 1° = 50' V Scale ; 1° = 5' Verticol Dakum : MLW H Scala ; 1' = 50' V Scale : ' = 5' Vertkal Datum : MLW a.o }{ {} q 2fl1 D o.o a.a 51fC}C} C}9 24 2C}10 E C} a.o o,0 09 24 2C}1 D o,o o,o i1 -FOCI fl 4 2fl1 C} o,o Z a-oa o4/ / 1 a 51 -d-{JO 4/ 3/. 017 a 6 oa a 3/ 077 Ao +oa C}4j13f2C}11 aD -5.0 mmmmmmm mmmmmmmmmm mmmmmmmmmm mmmmmmmmmmm -5.6 -5.4 mmmmm . . . . . . . . . . . . . . . . . . . . . . . . . . . . . -5.0 -5,0 . m . m . . m . m . m . m . m . mmmmmmm m mmmmmmm -5. -5,0 mmmm mmmmmmmmmm mmmmmmmmmmmm mmmmmmm _5,0 . m m . m m mmm mm mmmmmmm m mmm 0 . W e_o' -a.o' s_o' x - - - - - - I - o.o - - - - - - - - - - - a-a'- - - - - - - - o,a - a.a - - - - - - - - --- - o-a'- - - - -io,o -io,a - - - -io.o'- - - - - - - - o,o -io,o - - - - - - - - - - --- - o-a'- - - - - - - - o.o W R-75 R75 R-75 R75 R-75 R75 R-75 R75 z w O W U -15.0 -15,0 -15.4 -15,0 -15,0 -15,0 -15,0 -15.0 J W -100 -50 0 50 100 -104 -56 0 50 100 -100 -50 0 50 100 -100 -50 0 50 100 H Scale : " = SD' V Scole : 1" = 5' Vertical Oatum : MLW H Scale : 1" = 50' V Scale : 1° = 5' Vertical Datum : MLW H Scala : 1° = 50' V Scala : 1° = 5' Varticol Datum : MLW H Scale : 1' = 50' V Scale : ' = 5' Vertkal Datum : MLW .. Q o.o o.o a.a a.o o,a o,a o,o o,o W ' N 4 -i-C}fl C} 24 2fl1 D 5C}-i-C}C} Q9 24 2C}10 E Cb 55-F0 09 24 2C}1 D ifl-F0 D 4 2fl1Q C} z V7 +o o / J A 5 +ao / f o77 A 5+ a / . 1 0 7 ,o o+ o a-l 3/ 7 o o -5.0 mmmmmmmmmmm mmmmmmmmm mmmmmmmmmmm . m . m . m . m . m . m -5.0 -5.4 m . m . m . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . -5.6 -5,a m . m . m . . m . m . m . m . m . m . m . m . m . m . m . . m . m . m . -5. -5,0 . m . m . mmmmmmmmmmm mm y n -5,0 ,.-m... .' y.... ..,v_____ L mmm m . mm mmmm mm m U W e_0' -e.0' 8_0' S_0' Q _ o,o m m m m m m m m m m I I _ o_a m . m . m . m _io,a _ a,a m . m . m . . . . . I I _io_a . . . . . . . -io,o -io,a . m . m . m . m . m I I _io.o . m . m . m . - o,o -io,o . m . m . m . m . m I - o_o'm m m m m m m _ o, W R-75 R75 R-75 R75 R-75 R75 R-75 R75 Z Q 0 -15.0 -15,a -15.4 - 5,0 - 5,a -15,0 - 5,0 -15. -100 -50 0 50 100 -104 -5Q 0 50 100 -100 -5 0 50 100 -1 0 -50 0 50 1 0 H Scale : 1" = SD' V Scale : 1" = 5' Vertical Datum ; MLW H Scale ; 1" = 50' V Scale ; 1° = 5' Vertical Datum ; MLW H Scalo ; 1° = 50' V Scala ; 1° = 5' Vertical Datum : MLW H Scale ; 1" = 50' V Scale : 1" = 5' Vertkal Datum : MLW 1 CERTIFYTHATTHESE PLANSARE IN }MPLIANCE WITH SEAL THE APFLICABLE SECTICJN CJF TITLE 2'I, CHARTER56. '" ° "' K' U > M , M 0 ' . ° M >. 3 d y M M ° o p U o s a.o o.o o.a a.o o,o CHRI TIAN L. GIBSDN, P.E. NfJ. ID262 3 DATE , s c, , a tn a ofo j o 07 7 1 -f o a-o 1 fo j a o o m " r +oo o f 3/2o i aa o o = r " v 5+00 o f 3/ o 1 Aa = o N m -s.o . . . . . m m . m . m . m . m . m . m . m m . m . m . m . m . . m . m . m . m . m . _s.o _s,a . . a . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . -s.o -s,o m . m . m . m . m . m . m . m . m . m . m . . m . m . m . m . m . m . m . m . m . m . m -s.o -s,o m . m . m . m . m . m . m . m . m . m . m . . m . m . m . m . m . m . . . . . _s,o L .a a aZ °° i s ,n N f-""""_"'.• y' v 3 N Q N G Q 3 8,0' -e.0' s,o' S,0' m U s M p o tn Q m Z N - a.o . . . . . . . . . . I I io,o'. m . a . a . _ o,a _ o,a . a . a . . . . . . 1 I -io,a'. . . . . . . -io.o -io.o m . m . m . m . m . l I -io,o'm . m . m . m - o.o -io.o m . . m . m I 1 . . . . . . - o.o Q R-75 R75 R-75 R75 R-75 R75 R-75 * C > C 3 > 3 3 o o 0 0 L 7 L V t!1 O O (!1 -15.D -15.0 -15.0 - 5.0 - 5.0 -15.0 - 5.0 -15.0 -ioo -so 0 50 100 - 00 -50 0 50 00 - 00 -50 0 50 00 -100 -50 0 50 100 H Scalc : 1" = 50' V Scalc : 1" = 5' Vcrtical Datum ; MLW H Scalc ; 1" = 50' V Scalc ; 1' = 5' Vcrtical Dahim ; MLW H Scals ; 1° = 50' V 5calc ; 1' = 5' Vortical Datum : MLW H Scalc ; 1" = 50' V Scak : 1" = 5' Vcrfical Datum : MLW Q O.D O.D 0.0 0.0 0.0 0.0 0.0 0.0 s m a ofo l o 07 1 12 0 oa-o 1 fo j o o a-o 1 f 7o = m g 03+00 04/ / 07 a o +ao 04/ / o , A o+oo 04/ 3/20 7 aa 4+00 0 / 3/ 0 7 A ' M g y Z 0 -S.D . . . . . . . m . m . m . m . m . m . m . m . m . m . m . m . _S.p _5.0 . . . . . . . . . . . . . . . . . . . . . . . . -5.0 -5.0 m . m . m . m . m . m . m . m . m . m . m . m m . m . m . m -5.0 -5.0 m . m . m . m m . m . m . m . m . m . m . m . m . . . . . . . . . . . . . _S,p Z r w o n v o o v O U r' N ^ .... ."'✓' G p N B.D' w .., ,,,-- . -$.0' $, 8,0' 0] a v n C O - o.o . m . m . m . m . m I I - o,g'. m . m . m . _ o,o _ o,a . m . m . . . . . . I I -io,o'. . . . . . . -io.o -io.o m . m . m . m . m . I I _ 'm . m . m . m -10.0 -'10.0 m . m . m . m . m . I -.1p,p' m m m _ o.0 6 3 a R-75 R75 R-75 R75 R-75 R75 R-75 N m C O C O C -15.D -15.0 -15.0 -'I5.0 -'I5.0 -15.0 -'I5.0 -15.D L y -10D -50 0 50 10D - 00 -50 0 50 00 - 00 -50 0 50 00 -100 -50 0 SD 100 O H Soale : 1" = 50' V Scale : 1" = 5' Vertical Datum ; MLW H Scale ; 1" = 50' V Soale ; 1' = 5' Vertical Datum ; MLW H Sc:ale ; 1° = 50' V Soale ; 1' = 5' Vertical Patum : MLW H Scale ; 1" = 50' V Scak : 1" = 5' Verfroal Datum : MLW V 3 o.o a2 o fo l o o.o o.a o 1 12 o o.o o,o o - 1 412 eo o,a o,0 13- - C} l f 7 0 o,o J o o +oa o4/ 3J o1 a o +ao oaf 3/ o11 A o - - -4 04/ . / o1i Ao 3+00 0 -/ / 0 1 ,n Z s c N 6 - ` a I I _s.o mmmmm m mmmmmmmmmmmmm mmmmmmmmm . m . m . m . . m . m . _s.o _s.a . m . m . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . -s.o -s,o m . m . . m . m . m . m m . m . m . m -s.o -s,o m . m . mmm mmmmmmmmmmm mmmmmmmmmmmm mmmmmmm _s,o ' . . . . . m m . m . ; ` o ` L o - , y^ d° "", .., „ 0 e tmr ,. _. ' <<, . .,., _,. ° -° e.o' -a.o' ,a' s,o' ° a y > 0 0 - o.o mmmmmmm mml I - a,s mmmmmm . _io,a _ o,a . m . m . . . . . . 1 I -io,a . . . . . . . -io,o -io,o m . m . m . m . m . l I -io,o m . m . m . m -io,o -io,o mmmmmmmmmml e m mmm - o.o N R-75 R75 R-75 R75 R-75 R75 R-75 O Z = > > A O -15.D -15,0 -15.0 -15,0 -15,0 -15,0 -15,0 -15.0 -10D -50 D 50 10D -'100 -50 0 50 '100 -'100 -50 0 50 '100 -100 -50 0 SD 100 H Saale : 1" = 50' V Scole : 1" = 5' Vertical Datum ; MLW H Scale ; 1" = 50' V Soals ; 1' = 5' Vertical Datum ; MLW H Scale ; 1° = 50' V Soale ; 1° = 5' Vertical Patum : MLW H Scale ; 1" = 50' V Scale : 1 = 5' Verfroal Patum : MLW Z o.o a 010 12 Q o o.o o.o o c 1 12 o o.o o,o o oQ 1 C}f Cl4f 2( 10 eo o,o o,o 2a- l f 7 0 o,o 0 o +oa o / . / 01 a os+ao o f / oi a o - - o / . / oi i Ao + o oa-/ / o 1 ,a o _s,o mmmmmmmmmmmmmmmmmmmmmm mmmmmmmmmmmmmmmmmmmm m _s.o _s,a mmmm . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . -s.o -s,o m . m . mmmmmmmmmmm m -s.o -s,o mmmmmmm mmmmmmmmmmm mmmmmmmmmmmm mmmmmmm _s,o m . 7 - ,.ti; ,M r 'l , a_ ,, _ . . W , w ,..,r._.. _ W a.o _B.o $.o z Q ` - a.o mmmmmmmmmml I - o,e mmmmmmm _ o,a _ o,a mmmmm . . . . . 1 I -io,a . . . . . . . -io,o -io,o m . m . m . m . m . l I -io,o mmmmmmm -io,o -io,o mmmmmmmmmml I mm mmmm _ o,o Z R-75 R75 R-75 R75 R-75 R75 R-75 R75 O O w -15.0 -15,0 -15.0 -15,0 -15,0 -15,0 -15,0 -15.0 -10D -50 D 50 10D -100 -50 0 50 100 -100 -50 0 50 100 -100 -50 0 50 100 .. H Scale : " = 50' V Scole : 1" = 5' Vertical Datum ; MLW H Scale ; 1" = 50' V Scale ; 1' = 5' Vertical Datum ; MLW H Sc:ale ; 1° = 50' V Soale ; 1' = 5' Verticol Patum : MLW H Scale ; 1" = 50' V Scale : = 5' Verfical Datum : MLW ' 1 U 0.0 0.0 0.0 0.0 0,0 0,0 0,0 0,0 Z W c o fo f2a o go o c a f -f2 o oo c lc 4f2 o o a- 1 1 f2 o a a z cn oo+oa o4J . / o 1 A o -+ao o f . / oi A o -+- o 04/ . / oi Ao _ ° o O _s,o mmmmmmmmmmmmmmmmmmmmmm mmmmmmmmmmmmmmmmmmmmmm _s.o _s,a mmmmm . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . -s.o -s,o mm mmm mmmmmm mmmmmmmmmmm mmm m -s.o -s,o mmmmmmm mmmmmmmmmmm mmmmmmmmmmmm mmmmmmm _s,o U Q ,.:. W .. •, «:: , ., u._ ..v Q e.o' .,.... _. „ _.. a.o' s,o' s,o' z ' '' w - o.o - - - - - - - - - - fl - - - - - - - o,a - o.a - - - - - - . " . I I _io,a'- - - - -io,o -io,o - - - - - - - - - - io,o'- - - - - - - - o,o -io,o - - - - - - - - - - .s - - - - - - - - o.o R-75 R7 R-75 R75 R-75 R75 R-75 R75 0 W p - s.o - s,a - s.a -is,o -is,o - s,o -is,o - s.o - oo -so o sa oo -ioa -so o so ioo -ioo -so a so ioa - oo -so o so oo H Scale : " = 50' V Scole : 1" = 5 Vertical Oatum : MLW H Scale : 1" = 50' V Scale : 1' = 5' Vertical Datum : MLW H Scale : 1' = 50' V Seale : 1' = 5' Verticol DaFum : MLW H Scale : 1" = 50' V Scak : = 5' Verfroal Datum : MLW 1 CERTIFYTHATTHESE PLANSARE IN ��}MPLIANCE WITH SEAL THE APFLICABLE SECTICJN� CJF TITLE 2'I, CHARTER56. '" ° "' � K' U > M ,� � � � M � 0 ' � �. ° M >. 3 � d y M � � M � �° o p � � � U � 0_D 0_0 0_4 0.0 0.0 � � m � t a (� �3a-QS� � �fo�-j�41 � �0 2€��-QC� � �j��-j�c�� o �C� 33a-0� � Qjt��-j2Q� C� �C7 CHRI�TIAN L. GIBSDN, P.E. IVQ. �D262�3 DATE � � � N �' LI m �,s � 3+OC} 04j13j2Q11 ,4 �i+fl0 04j13J2011 A �t00 fl4f13f2011 A J �, � c, `° �-�-OQ 1Q C}4 �Q14 � a!F J � z r m +o� ��/ 3/�o7i � � = o N � m _yrp mmmmmmmmmmmmm mm mmm . m . m . m . m . m . m . m . _5_p _54 . m . m . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . _5_0 -5.0 m . m . m . m . m . m . m m . m . . m . m . m m . m . m . m . m . m . m _5_0 -5A m . m . m . m . m . m . m mmmmm mmmm mmmmmmmmmmmm _5_p s Z � c N L .d � � a' � \ o - 0' -7A' -7-0 -7-0' � � 3 � N ~ G �.�� ,. � � 3 � -9 0' f ,�� -9 0 - -9 �� a � � L -10_0 - - - - - - - - - - - - - - - -I- - - - - -� , - - - - -I- - - - - - - - - - - - - - - -10.0 -10_0 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -10A -10.0 - - - - - - - - - - - - - - - - I- - - - - - - - - - - - - - - - - - - - - - - - - - -10A -10A - - - - - - - - - - - - -� - -I - - - - - - - - - - I- - - - - - - - - - - - - - - - -10_0 G � O V7 � ,F. � U �,�� .�.A'" �� R-4D d£ R40 R-40 4� R-40 R40 �� R40 p p T Z N U * C 0 m � N ¢ � C � � •0 � � � 0 L 7 � L V -15_D -15.0 -15_0 -15A -15.0 -15A -15A -15_0 � � � � N -700 -50 0 50 700 -900 -50 0 50 900 -900 -50 0 'SO 900 -100 -50 O 50 100 H Scale : 1" - 50' V Soale : 1" - 5' Vertieal Datum : MLW H Scale : 1" - 50' V Scale : 1" - 5' Vertical Datum : MLW H Scale : 1" - 50' V Scale : 1" - 5' Vertieal Datum : MLW H Scale : 1' - 50' V Scale : 1' - 5' Vert'�cal Datum : MLW � rc 0_D 0_0 0_0 0.0 0.0 0_0 OA OA � Q �2�-Qfl � �Jo�j�� 0 27�-C}C} 1 �j��-j�c�� o �C7 32-t-OC} 1 Qjfl�j2Q1 fl �D 37-t-CiO 10 jC}4j�Q1 C} �d 3 2+Oa 04j1ij2C}11 A 7+fl0 04f1ij2011 A 04f13j2011 A 7+Qfl C}4J13j2�11 A � = m � g ai � M � � � g � � � � y � � � Z � 0 _gp . . . . . . . . . . . . . . m . m . m . m . m . . m . m . m . m . m . a . _5_p _50 . a . a . . . . �t . . . . . . . . . . . . . . . . . . . . . _5_0 -5.0 m . m . m . m . m . m . m . m . m m . m m . m . m . m . m . m . m _5_0 -5A m . m . m . m . m . m . m m . m . m . . . . . . . -5_0 0 � � x � � t . . . . Z O U � `o�- o u�i- O -7 -7 0 -7 0 7 0� G p N � ^ � ' 90. _9A� _B � � _g p� � 47 � 0] a �n n -10_D . . . . . . . . . . . . . . . .�. . . . . . . . . . . . . m . a . a . a . a . a . a . a . _1p0 _100 . a . a . . . . . . . . . . . . . . . . . . . . `l . . . . . . . . . . . . . . _10A -10.0 m . m . m . m . m . m . m . m . �m . m . m . . m . m . m �. . m . m . m . m . m _10A -10A m . m . m . m . m . m . . . . . . . . � . . . . . . . . . . . . . . _10_0 � G R-4D d R40 R-40 � � R-40 R40 � R-4 ' R40 ' �3 G p � � a � 6 J �� " N� � O � a � � a c m -15_D -15.0 -15_0 -15A -15.0 -15A -15A -15_0 - � � c -700 -30 0 50 700 -100 -50 0 50 100 -100 -50 0 'SO 100 -1�0 -50 O 50 1�0 � � p p� H Scale : 1" - 50' V Soole : 1" - 5' Vertical Datum _ MLW H Scale : 1" - 50' V Scale _ 1" - 5' Vertical Datum : MLW H Scale : 1" - 50' V Scale : 1" - 5' Verticol Datum : MLW H Scale : 1' - 50' V Scale : 1' - 5' VerY�cal Datum : MLW p � � y 0_D 0_0 0_0 0.0 0.0 0_0 OA OA V 3 t � �1 �-C}fl � ofo�l�a� � �0 2��-QC} 1 �l��l�c�� o �C7 � -t- C} 1 �j{l�-J2Q1 fl �D 36-t-CiQ 10 jQ4J�01 C} �d � J � a�i 1 +OC} 04j13J2C}11 A 6-h{lQ 04j13j2011 A 1 {�4 0 2011 A 6+Q4 Ct4J13f2{�11 A o � � � ° z m s � 6 � N _� p . m . m . m . m . m . m . . m . m . m . m . m . . m . m . m . m . m . m . _5_0 -5_0 . m . m . . . . . . . . . . . . . . . . . . . . . . . _5_0 -5.0 m . m . m . m . m . m . m . m . m . m . m . m . m . m . m . m . m . m _5_0 -5A m . m . m . m . m . m . m m . m . m . m . m . m . _50 � �N m C .' ■ . . m 3 ' ^ - 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5D' V Scale : 1" - 5' Vertieal Oatum : MLW H Scale _ 1" - 50' V Scala : 1" - 5' Vertical Datum : MLW H Sc:ale _ 1" - 50' V Scale : 1" - 5' Vertieal Datum : MLW H Scale : 1' - 50' V Scale : �' - 5' VerY�cal Datum : MLW 1 CERTIFYTHATTHESE PLANSARE IN ��}MPLIANCE WITH SEAL THE APFLICABLE SECTICJN� CJF TITLE 2'I, CHARTER56. '" ° "' � K' U > M ,� � � � M � 0 � �. ° M >. 3 � d y M � � M � �° o p � � � � U � � � � � o s CHRI�TIAN L. GIBSDN, P.E. NfJ. ID262�3 DATE �, es � � �, I �n �.I m �' �' N U alFJ � z r C C � = � N m o � � �'1 Q ee � 3 �C s Z � c N o w � � � � � N H 3 Q N � Q � m 3 m v � s o � � o � � 6 T Z N 0 m Q * C ' C � �3 > 3 3 � o � o 0 0 L 7 � L V o_o o_o � t!1 O O (!1 42-i-C}Cl � ofo�l2�� Q �D 2+Oa 04j13j2�11 A � � � 3 s m � ; � = rn � g � p mmmmmmmmmmmmmmmmmmmmmm mmmmmmm mmmmmmmm 5_p mmm _ � M � � � g � � _�o. Cp ° v� � � � z � 0 0 � � x � � � Z O '� � N O h w 0 J y.� � —10_o m m m m m m m m m m mR�� m m mj� m m m m R� m m m m m m m m m m m m m _ipp � � y � � �� 0] a [n n � C � �r. G p � 3 a � 6 J �� —15_0 —75.0 V1� m C -ioo -so o sa iao ° H Seale _ 1" = 50' V Scale : 1" = 5' Vertieal Oatum : MLW � i °� U 0 o q 1 -I-C}Cl � 010412�� o �D � � ° � a a�i 1 +oQ o�t1 �/z�1 � A � 3 � �' a � Q � J � �' o �_o mmmmmmmmmmmmmmmmmmmmmm mmmmmmm mmmm m mmmmmmm �o o � �� z � s � _7 0, .. �+ a 6 '� � E � m � ' � �' -s_° � j� o � � - � � - � -10_o m m m m m m m m m m m m mR�40' m � . m m m R40 m m m m m m m m m m m m m m m _7p.p °� � � o a� � � - } � � a y � � 7 � � N " O �fn >` O m N 'V � � � O 'i �Vj � —15_0 —75.0 Z = �� N O —100 �0 0 50 100 H Scale : 1" = 50' V Seale : 1" = 5' Vertieal Datum : MLW 0o qC}-I-C}Cl � ofo�f2a� o gD o0 0+0(? 04j13j2611 A Z O -s_o mmmmmmmmmmmmm mmmmm m . m . m . . m . m . m . m . _s�o —� ' � �!'� I I —a� W � -i o_o - - - - - - - - - - - - -R=- - - - - - - - - R 4 0 - - - - - - - - - - - - - - - -i o.a W � I � � � � J � � a p� � Z z —is_o —is.a � � Z � —ioo —so o so iao H Scale : 1" = 50' V Soale : 1" = 5' Vertieal Datum : MLW = a ~ _ 00 ��-I-QCI � ofo�-f2�� o �D � � � � � V w g+0� 04j13j2017 A � W � Y � a � Z � 3 (/7 -s_o . . . . . . . . . . . . . . . . . . m . m . m . . . m . m . a . a . a . _s�o � � � m � L � �_o• � � � � U J i -a-°' H � � a -io_o . . . . . . . . . . x,�t". .R_40 . . . .J . . . . m riao . m . a . a . a . a . a . a . _io.a W W � � � � a � Z w —,5_� —,5.� � —ioo —so o so iao W H Scale : 1" = 50' V Soole : 1" = 5' Vertical Datum _ MLW � 0 � r:-_ ,u �' 9'gprv4*��4L :. .... �E�G44 A��. . .. �r �. ..":,:.:::: :.... ......:�,.�.. New Topsail Inlet Maintenance Dredqinq MAJOR PERMIT APPLICATION NOVEMBER 1 � 2011 �. .�'"��'�,. . � .f. �'' ., :`�.. • ' ,,,,.�v,.. G¢hagan&BryantAssociatcs ofNG}PLLQ 295-A North Green Mazdows Dnve WilmingNn�North Cardina 28405 910.313.3338 Ei*1fi.INEER�"u 'k SURVEY{3RS� New Topsail Inlet Maintenance Dredging Major Permit Application Table of Contents 1.0 Division of Coastal Management Form MP-1 .................................................1 Town of Topsail Beach Easements ................................................................6 Agent Authorization Form ..........................................................................10 2.0 Division of Coastal Management From MP-2 ...............................................11 3.0 Project Narrative ................................................................................14 3.1 Project Location ................................................................................15 3.2 Project Background .............................................................................15 3.3 ApplicanYs Stated Purpose ....................................................................16 3.4 Project Description .............................................................................16 3.5 Disposal Area Location .......................................................................16 3.6 Inlet Channel Sediment Characteristics .....................................................17 3.7 Unsuitable Material Handling ................................................................19 3.8 Dredging Logistics .............................................................................19 3.9 Property Easements ............................................................................20 3.10 Beach Construction ...........................................................................20 4.0 New Topsail Inlet Permit Drawings ...........................................................22 5.0 Appendix A .........................................................................................48 Section 1 Vibracore Logs ..........................................................................49 Section 2 Vibracore Grain Size Distribution ....................................................74 Section 3 Vibracore Granularmetric Reports ...................................................113 Section 4 Vibracore Photographs ................................................................152 SECTION 1.0 North Carolina Division of Coastal Management Form MP-1 Draft Easement Letter and Draft Easement Agent Authorization Form 1 DCN MP�1 APPLICATION for Malor Development Permit (las!revisetl 12/2]/O6) North Carolina DIVISION OF COASTAL MANAGEMENT 1�_ PrimaryrApplisant/Landnwrrerin€armation �.: Business Name Project Nam e(if applicable) Town Of Topsail Beach New Topsail Inlet Maintenance Dredging Applicant1�. FirstName MI LastName Tim Holloman Applicant2�. FirstName MI LastName lfetltlitionelepplicents, p/eesa eRech en etltlitionelpege(s)with nemes listetl. MailingAddress POBOx City State 820 S.Anderson Blvd. Topsail Beach NC ZIP Country PhoneNO. FAXNO. 28465 910-328-5841 ext. 910-328- 1560 StreetAddress(iftldfeiantfiomebove) Ciry State ZIP Email town man ager@topsailbeach.org 2. AgenllCnntractarinformatinn Business Name Gahagan &Bryant Associates OfNorth Carolina, PLLC ,�gent/COntractor1�. FirstName MI LastName Chris L Gibson ,�gent/COntractor2�. FirstName MI LastName Jamie C Pratt MailingAddress POBOx City State 295-A N.Green Meadows Dr. Wlmington NC ZIP Phone No.1 Phone No. 2 28405 910-313-3338 ext. 910-279-4777 ext. FAX No. Contractor# 910 313 6822 StreetAddress(iftldfeiantfiomebove) Ciry State ZIP Email clgibson @gba-in c.com <Form con[inues on back> 25 �t!}+3.2S��t :�:� ?.i3+3S..atiCtt€t'.4T ;,.�;,r�.x:v .rast�.::Srisa .. ..Lrisee.2.r:e::t.. 2 Form DCM MP-1 (Page 2 of 4) APPLICATION for Major Development Permit 3. Projeet Lacation County(can be multiple) Street Address State Rd.# � Pender Subdivision Name City State Zip Town of Topsail Beach NC 28465- Phone No. Lot No.(s) (if many, attach additional page with list) 910-328-5841 ext. , , , , a. In which NC river basin is the project located? b. Name of body of water nearest to proposed project Cape Fear River Atlantic Ocean, NewTopsail Inlet, Topsail Creek, AIVWV, Banks Channel c. Is the water body identifed in(b)above, natural or manmade? d. Name the closest major water body to the proposed project site. �Natural ❑Manmade ❑Unknown Atlantic Ocean e. Is proposed work within city limits or planning jurisdiction? f. If applicable, list the planning jurisdiction or city limit the proposed �Yes ❑No work falls within. Town of Topsail Beach 4. Site Description a. Total length of shoreline on the tred(ft.) b. Size of entire tred(sq.ft.) Inlet Channel: 12,500 ft Inlet: 3,224,448 sq. ft. Beach: 22,218 ft Beach: 7,726,128 sq.ft. a Size of individual lot(s) d. Approximate elevation of trect above NHW(normal high water) or NWL (normal water leve� (Ifmany lot sizes,please attach additional page with a list) -1.5 to-23.2 NGVD ❑NHW or�NWL e. Vegetation on trect Beach contains normal upland beach grasses and sedges. f. Man-made features and uses now on trect Man-made features include dune cross walks, vehicular cross-overs, and sand fencing on the beach and channel markers within the inlet. Uses include recreational activities on the beach and commercial and recreational boating within New Topsail Inlet. g. Identify and describe the existing land uses adiacent to the proposed project site. Residential and commercial development on Topsail Island. Natural wildlife preserve on Hutaff Island to the south of New Topsail Inlet. h. How does local government zone the trect? i. Is the proposed project consistent with the applicable zoning? Residential and Commercail (Attach zoning compliance certifcate, if applicable) ❑Yes ❑No �NA j. Is the proposed activity part of an urban waterfront redevelopment proposal? ❑Yes �No k. Has a professional archaeological assessment been done for the trect? If yes,attach a copy. �Yes ❑No ❑NA If yes,by whom? USACE as part of a GRR in the 1990's. Documentation has been requested, but no significant artifacts were found. I. Is the proposed project located in a National Registered Historic District or does it involve a ❑Yes �No ❑NA National Register listed or eligible property? �r2-�£}£3-2�£}£3 �� '�-�3�£3-�€3E��.�odl.�'k" �. w��:^:,att;��,�a:�ez-�isn�ar��„�er.v�atR,neR 3 Form DCM MP-1 (Page 3 of 4) APPLICATION for Major Development Permit <Form continues on next page> m. (i) Are there wetlands on the site? ❑Yes �No (ii)Are there coastal wetlands on the site? ❑Yes �No (iii)If yes to either(i)or(ii)above, has a delineation been conducted? ❑Yes �No (Attachdocumentation, ifavailable) n. Describe existing wastewater treatment facilities. Properties within the Town of Topsail Beach are on septic systems. o. Describe existing drinking water supply source. Properties within the Town of Topsail Beach are on a city water supply. p. Describe existing storm water management or treatment systems. N/A 5. Activities arrd lm�acts a. Will the project be for commercial,publiq or private use? �Commercial �Public/Government �Private/Commu nity b. Give a brief description of purpose,use,and daily operetions of the project when complete. See attached projed description. c. Describe the proposed construction methodology,types of construction equipment to be used during construction,the number of each type of equipment and where it is to be stored. See attached projed description. d. List all development activities you propose. Hydraulic maintenance dredging within the federal navigation channel of NewTopsail Inlet. Dredged beach-quality material will be disposed of on the oceanfront shoreline within the jurisdictional boundaries of the Town of Topsail Beach, increasing recreational beach area and providing storm protection to oceanfront homes and personal property. e. Are the proposed activities maintenance of an existing project, new work, or both? maintenance of an existing project f. What is the approximate total disturbed land area resulting from the proposed project? 251 ❑Sq.Ft or�Acres g. Will the proposed project encroach on any public easement, public accessway or other area �Yes ❑No ❑NA that the public has established use of? h. Describe location and type of existing and proposed discharges to waters of the state. Surface runoff. i. Will wastewater or stormwater be discharged into a wetland? ❑Yes �No ❑NA If yes,will this discharged water be of the same salinity as the receiving water? ❑Yes ❑No ❑NA j. Is there any mitigation proposed? ❑Yes �No ❑NA If yes,attach a mitigation proposal. �r�-�£}£3-��£}£3 �� '�-�3�£3-�€3E��.�odl.�'k" �. ws��}^:,att;��,�a:�ez-�isn�ar��„�e.v�atR,neR 4 Form DCM MP-1 (Page 4 of 4) APPLICATION for Major Development Permit <Form continues on back> 6. ,4dtlltionat/nfa�rnaliorr tn add(Hort�.to fhis eomptefed apptleafion farm, (MF*-?}fhe fo(kswing�Yems betow, (fapptleafi(e,must ke s�rBmftfed fn order€or t�e applicatfon �: pa�kage fp be complet�. /tems ja) ;.jff are ahua�s applrea6le�o any rnajar;developmenC�applreata`on. Ptease consult the applec�f;on insfntchorz:600klet onliow fo properky prepare the requ�red�fems belaw a. A project narretive. �� b. An accurete,dated work plat(including plan view and cross-sectional drawings)drawn to scale. Please give the present status of the proposed project. Is any portion already complete? If previously authorized work,clearly indicate on maps, plats,drawings to distinguish between work completed and proposed. c. A site or location map that is suffciently detailed to guide agency personnel unfamiliar with the area to the site. d. A copy of the deed(with state application only)or other instrument under which the applicant claims title to the affected properties. e. The appropriate application fee. Check or money order made payable to DENR. f. A list of the names and complete addresses of the adjacent waterfront(riparian)landowners and signed retum receipts as proof that such owners have received a copy of the application and plats by certified mail. Such landowners must be advised that they have 30 days in which to submit comments on the proposed project to the Division of Coastal Management. Nzme See zttzchetl Pro�ect Narcative Ptione No Address Name Phone No. Address NamQ Ptione No. Address g. A list of previous state or federal permits issued for work on the project trect. Include permit numbers, permittee, and issuing dates. NCDENR Permit#22-09;Town of Topsail Beach; Issued USACE Action ID SAW-2006-40848;Town of Topsail Beach; 11292010 Issued 12/102010 DWQ Certifcation#3777; Town of Topsail Beach; Issued 11/17/2010 h. Signed consultant or agent authorization form,if applicable. i. Wetland delineation, if necessary. j. A signed AEC hazard notice for projects in oceanfront and inlet areas. (Must be signed by property owner) k. A statement of compliance with the N.C. Environmental Policy Ad(N.C.G.S. 113A 1-10), if necessary. If the project involves expenditure of public funds or use of public lands,attach a statement documenting compliance with the North Carolina Environmental Policy Act. 7. �erfi�cation and Permission to Enterorr Land I understand that any permit issued in response to this application will allow only the development described in the application.� The project will be subject to the conditions and restrictions contained in the permit. I certify that I am authorized to grant, and do in fact grant permission to representatives of state and federal review agencies to enter on the aforementioned lands in connection with evaluating information related to this permit application and follow-up monitoring of the project. I further certify that the information provided in this application is truthful to the best of my knowiedge. Date Print Name Signature Please indicate application attachments pertaining to your proposed project. �DCM MP-2 Excavation and Fill Information ❑DCM MP-5 Bridges and Culverts ❑DCM MP3 Upland Development ❑DCM MP-4 Structures Information �r2-�£}£3-2�£}£3 �� '�-�3�£3-�€3E��.�odl.�'k" �. w��:^:,att;��,�a:�ez-�isn�ar��„�er.v�atR,neR 5 TOWN OF TOPSAIL BEACH LETTERHEAD ��e Name Address Re: Limited 30-Year Beach Renourishment Easement Dear The Town's Beach Renourishment Project completed over the 2010-2011 winter has restored our beautiful beach. The Project is protecting property values, providing fun, restoring turtle habitat--all within budget. No property was damaged and inconvenience was virtually non-existent. Plus, the process brought a bonus --the legislature at our request passed a law preserving Topsail Beach ocean front owner littoral property rights. It's a good beginning, but beach dynamics never stop --- this is why we approved our 30 Year Beach, Inlet and Sound Maintenance plan (BIS) and dedicated BIS ad Valorem tax this year. With this plan and funding we qualify for FEMA funds when available to pay for restoring the beach damaged by hurricanes or other declared disasters. Our neat step to meet our 30 Year BIS plan is to be prepared with the proper easements to nourish the beach periodically over the neat 30 years. However, any post- hurricane FEMA financing of restoring the damaged beach obviously reduces the Town's overall beach maintenance costs. Moreover, an approved 30-year BIS plan also helps the Town qualify for some CAMA exceptions to static vegetation line setback rules. We have learned that a project works best if the enrire beach is nourished --from the seaward toe of the dune to the surf. Our chances for qualifying for FEMA beach restorative funding are thus enhanced if the Town obtains a 30-year easement allowing the periodic work to take place whenever it is needed on the beach. This means beach nourishment work will take place on the ocean front beach portion of your property periodically -- both for your benefit and the entire Town. ThaYs why we ask you (and anyone else with an ownership interest in your property)to sign, have notarized, and return the enclosed Easement. Look it over. We have tried to make it short and simple. Here is what you need to do: 1. Read the Easement. 2. Call Tim Holloman at 910-328-5841 to ask us any questions you may have. 1 s 3. Let us know us if anyone else besides you owns an interest in your property. They have to sign too. W ark with us to get them to sign. Call us with any questions. Maybe we can help. 4. S�the Easement. a. All individual owners and spouses have to sign the Easement. b. If you act as guardian, power of attorney, executor of an estate, or a trustee of a trust that owns the property you have, sign in that capacity. a If a partnership, LLC, or corporation owns the property,the person in authority has to sign. 5. Provide Proof of Authority -- If you sign representing a guardianship, estate, trust, partnership, LLC or corporation, also send the document establishing that you have authority to sign for the owning entity. 6. Notarize --Every signature must be notarized (if you are in Topsail Beach, the Town Clerk will be happy to notarize your signature). 7. Deliver the Easement to the Town Clerk so that it is received by , , 201 . We enclose an envelope, postage prepaid for you to return the signed Easement and any papers proving your authority to sign the Easement addressed to the Town. DO NOT ALTER OR CHANGE THE EASEMENT IN ANY WAY. The Town is grateful for your cooperation. This process is far preferable to eminent domain court proceedings, which would be a regrettable added cost to the tax payer. Thank you for delivering the Easement by , , 201_. Yours for a Better Topsail Beach, 2 � STATE OF NORTH CAROLINA COUNTY OF PENDER TEMPORARY 30 YEAR BEACH MANA EN EMENT In exchange for the sum on One Dollar($1.00)an r good d valuable con tions,the receipt of which is acknowledged, d on their behalf and rs a d assigns (co ectively "Grantor") convey to the Town of Topsail Beach,North Carolina, a municipal corporation ("Town")and on behalf of its representat� agents, employees, off�icials, engineers, consultants, surveyors, contractors, subco ermittees, invite d assignees (collectively "Grantee") does now grant co o the Gran ,this Easement until December 31,2041 to go upon the Propert con ' itie in the Easement Area(as those italicized terms are defined below), subj e fo conditions: 1. Pro ert Sub'e rt to Easement: That an front p perty identified as the address of , Topsail Beach,N 8445 and, Pender County Tax Parcel ID# -_- - , nd described in Deed Boo , Page of the Pender County Registry as Lot , Section of , and as shown on Map Book . Page of the Pender nty Registry. 2. Easemen Pro ert Where Activities Ma Take Place: That portion of the Property, if any,whic visibly landward of the mean high water mark as it existed prior to the raising ofthe lands du he To each renourishment project completed in the winter of 2010-2011 under CAMA �or P it 22-09 as modified; or (ii)is seaward of the first line of stable vegeta � or(iii) is s ard of the toe of the frontal sand dune adj acent to the beach, or (iv)is seawar he crest of the erosion escarpment,whichever shall be larger. 3. Activities. "Activities"are those tasks required of the Town under its 30 Year Beach, Inlet and Sound Maintenance plan (BIS),which tasks include evaluating, surveying, studying, monitoring, inspecting, constructing,preserving,patrolling, operating,maintaining, repairing, rehabilitating,nourishing, and replacing the public beach,the dune system and other erosion control and storm damage reduction measures together with appurtenances thereto, including depositing sand, altering EasementArea contours and profiles,building berms and dunes, moving, storing, and removing construction equipment and supplies, erecting and removing temporary structures, and performing any other work necessary and incident to the BIS over, at, on,under and above the Easement Area.Activities do not include moving or damaging permitted permanent improvements within the Easement Area. 4. Grantor Reserved Ri�hts. Grantor reserves the right to construct dune walkover structures to the extent allowed by any applicable Federal, State or local laws or regulations, provided that such structures shall not violate the integrity of the dune in shape, dimension or a function. Grantor further reserves all littoral property rights preserved by Section la of Session Law 2011-278 (May 17, 2011),including direct access to the ocean. 5. Other Conditions: a. Grantee will indemnify, hold harmless and defend the Grantor for any claim arising from Activities on the Property. b. Grantee has no responsibility to restore or repair natural forces damage. c. Grantee makes no representations on sand volume, if any,to be placed on or in front of the Property or protective effects the Activities or BIS will provide the Property. d. Grantor acknowledges (i)any raised lands created seaward of a pre-project mean high water mark is the property of the State of North Carolina subj ect to the public trust; (ii)the fluctuating state of the ocean beach; and (iii) Grantee makes no representation on the precise location of either the most seaward boundary of the Property or the mo andward extent of the public trust beach. e. This Easement binds Grantor, runs with the title to the Property, and terminates on December 31,2041. f. Grantor warrants and covenants that(i) it has sole title to the Property and the sole right to convey this Easement free and clear of claims of others and(ii)will hold harmless,indemnify and defend Grantee from claims contesting Grantor's title and right to convey this Easement. IN WITNESS WHEREOF this instrument is executed by the Grantor under se 1, and if corporate, Grantor has caused this instrument to be signed in its corporate name by i duly authorized officers and its seal to be hereunto affixed. IN TESTIMONY WHEREOF,the Grantor has executed this Easement this the d , 201 . Signature• Print Name• Signature• Print Name: �^" �� '�— STATE OF COUNTY OF I, Public of the County and State aforesaid, certify that and personally appeared before is day and acknowle the execution of the foregoing instrument. itness my hand and offici or seal,this_day of , 201_. Notary Public My commission e ires: T 2 9 ,� NCDENR North Carolina Department of Environment and Natural Resources Division of Coastal Management Beverly Eaves Perdue,Govemor James H.Gregson, DIfBCtOf Dee Freeman,Secretary Date III�o��.°Ii Name of Property Owner Applying for Permit: l'�M Ha�iJM�,n IVWn oa Tve�'.i h'CvG�+ ��Vn ("1'�1� Mailing Address: `6�,v 5, /��J�rs•,, [�I�J. ��o�:,� Q��, , Nc a�H6s I cerHfy that I have authorized (agent) �hC�S G��S�„ to act on my behalf, for the purpose oi applying for and obtaining all CAMA Permits neeessary to install or construct(activity) f�L� �o�s4.� ��kx Ma•.,-tc��„cr. �r,�h � _ �-- at (m,y property located at) kti� \v�r, ou "C„`5.;1 �ca, This certification is valid thru (date} �e<z�S¢r 3�� .�lb ��- !///�/��--- Property Owner Signature Date 40Q Commerce Avenue, Moreheatl City, North Carolina 28557 Phone: 252-808-28081 FAX: 252-247-33301 Internet: www.nccoastalmanagemenf.net M Equal Opportunity 1 Affrmative Action Employer-50°k Recycled I 10°/o Posl Consumer Paper 10 i SECTION 2.0 North Carolina Division of Coastal Management Form MP-2 11 Form DCM MP-2 EXCAVATION and FILL (Except for bridges and culverts) Attach this form to Joint Application for CAMA Major Permit, Form DCM MP-1. Be sure to complete all other sections of the Joint Application that relate to this proposed project. Please include all supplemental information. Describe belowthe purpose of proposed excavation and/or fill activities. All values should be given in feet. Access Other Channel Canal Boat Basin Boat Ramp Rock Groin Rock (excluding (NLW or Breakwater shoreline NWL) stabilization) Length 12,500 ft Width 150ft Avg. Existing 10.8 MLW � Depth (-3.0 to-21.7) �A NA Final Project 16+2 MLW NA NA Depth � ?. IXCA 1/�I TIUN �� p Fh�seciio»not appiicable � a� Amount of material to be excavated from below NHW or NWL in b. � Type of material to be excavated. cubic yards. Beach quality sand 701,600 CY a (i) Does the area to be excavated include coastal wetlands/marsh d. High-ground excavation in cubic yards. (CW),submerged aquatic vegetation(SAV),shell bottom(SB), or other wetlands(WL)? If any boxes are checked,provide the number of square feet affected. ❑CW _ ❑SAV _ ❑SB _ ❑WL _ �None (ii) Describe the purpose of the excavation in these areas: I 2. Dl6POSAi�F EXGAVATED MAFER/A� ❑7h+s sect�vn nvtapptacabte a� Location of disposal area. b. � Dimensions of disposal area. Town of Topsial Beach oceanfront beach 7,465 linear feet of beach with an average berm width of 200' and a 1:25 beach face slope from the berm to existing grade a (i)Do you claim title to disposal area? d (i) Will a disposal area be available for future maintenance? ❑Yes �No ❑NA �Yes ❑No ❑NA (ii)If no, attach a letter granting permission from the owner. (ii) If yes,where? Oceanfront beach of the Town of Topsail Beach e. (i)Does the disposal area include any coastal wetlands/marsh f. (i) Does the disposal include any area in the water? (CW), submerged aquatic vegetation (SAV), shell bottom(SB), �Yes ❑No ❑NA or other wetlands(WL)? If any boxes are checked, provide the number of square feet affected (ii) If yes,how much water area is affected? ❑CW _ ❑SAV _ ❑SB _ 135 acres below high water line ❑WL _ �None (ii)Describe the purpose of disposal in these areas: ��£S{'#�-�z3t7£S =_ `�..�€fz3..<k€k�"£k3�a"f w�..*r�-� etc°s��a� d�a8tsx�x��z z�ez�ex�s,_x�a^d ee+?eslzx�� `��i:��r�{'#�r ., r ......... ......... �{ .. .......... 12 ��?�'�'k �� s�#�'-:� ��sza.r::x�;:xf�..frtss z��t� �'s�£r 8�;:xe�� .sk�} 3: SHURE!/NE STABILIZATIQN �Tnis seciron not appticable �,. (tf deueFapment rs s wood grorn,�,:u�e MP 4 z SPrucfures) a�� Type of shoreline stabilization: b. �� Length: _ ❑Bulkhead ❑Riprap ❑Breakwater/Sill ❑Other:_ Width: c. Average distance waterward of NHW or NWL: d. Maximum distance watenvard of NHW or NWL: e. Type of stabilization material: f. (i) Has there been shoreline erosion during preceding 12 months? ❑Yes ❑No ❑NA (ii)If yes, state amount of erosion and source of erosion amount information. g. Number of square feet of fll to be placed below water level. h. Type of fll material. Bulkhead backfll_ Riprap_ BreakwatedSill Other i. Source of fll material. if.; C)TNER;�1LL ACTfVlFf�S; �7h�s sectmi�not appl�r�ble ; ,: (Exeludirig Shnratma�Stabr{izatrcrn) a.� (i) Will fll material be brought to the site? ❑Yes ❑No ❑NA b. � (i)WII fll material be placed in coastal wetlands/marsh(CV�, � If yes, submerged aquatic vegetation (SAV),shell bottom(SB),or other wetlands(WL)? If any boxes are checked, provide the (ii)Amount of material to be placed in the water _ number of square feet affected. (iii)Dimensions of fll area _ ❑CW ❑SAV ❑SB (iv)Purpose of fll ❑WL _ ❑None (ii)Describe the purpose of the fll in these areas: � 5' ��NER;4L � a � How will excavated or fill material be kept on site and erosion � b. � What type of construction equipment will be used(e.g.,dragline, controlled? backhoe,or hydraulic dredge)? Utilization of temorary training dikes during beachfll placement hydraulic dredge,bulldozer,front end loader a (i) Will navigational aids be required as a result of the project? d (i) Will wetlands be crossed in transporting equipment to project ❑Yes �No ❑NA site? ❑Yes �No ❑NA (ii)If yes, explain what type and how they will be implemented (ii)If yes, explain steps that will be taken to avoid or minimize environmental impacts. September 1,',2d11 Town of Topsail Beach '�: Date M'Pliaant Name'. New T�psail I nlet Maintenace Dredging App6cant Signature Pro�ect Name l ��£S{'#��z3�€f �. `3�z3�€f-�afs£��f'�t.t�s'�` ��. +.�++wt*r.xss;,�cx� £�z�xn��ts�t�atsxz>.etd_et,eF,£� re�+?eslza�� `��i:��ri{'#�r ......... 13 SECTION 3.0 New Topsail Inlet Maintenance Dredging Project Narrative 14 3.0 PROJECT NARRATIVE 3.1 Project Location The project site is located on the southern end of Topsail Island, just south of the Town Limits of the Town of Topsail Beach. New Topsail Inlet is a federally maintained navigation channel bounded to the north by Topsail Island, the south by Hutaff (Lea) Island, the west by Banks Channel, Topsail Creek and the AIWW, and the east by the Atlantic Ocean. The proposed disposal area is within the town limits of the Town of Topsail Beach, located at the south end of Topsail Island. The island is accessible to the public by highways 50 and 210, with Highway 50 being the only entry road to the Town of Topsail Beach. The geographic coordinates are Latitude 34°20'24.78"N and Longitude 77°39'S6.15"W. The proposed disposal area encompasses the entire oceanfront shoreline of the Town of Topsail Beach bounded by approximately Godwin Avenue to the south and the Topsail Beach/Surf City line to the north. 3.2 Project Background New Topsail Inlet, which bounds the southern end of Topsail Island, is a federally maintained and marked navigation channel, providing an access point to the Atlantic Ocean for commercial and recreational boaters. The inlet opened south of Sloop Pointin the late 1720's and has since migrated southwest approximately 6.8 miles. Between 1938 and 2006 the inlet migrated nearly one mile to the southwest at rates as high as 160 ft./yr. proving that this is an extremely dynamic nearshore regime. Migration continues today as indicated by the presence of Banks Channel paralleling the sound-side of Topsail Beach, as well as narrow marsh islands along the marsh-side of Banks Channel and re-curved dune ridges along the southern end of Topsail Island. Currently the US Army Corps of Engineers (USACE) is tasked with maintaining a safe navigation channel within the inlet. The USACE utilizes their side-cast dredge fleet to periodically clear the thalweg of the main ebb channel to an overall width of 150' and depth of 8' MLW. The side-cast dredge does not remove shoaled material by any great distance from the navigation channel, but simply places removed sand from the designed channel on adjacent shoals within the inlet system. Since 2006, this process is needed approximately 4 times per year to maintain navigable waters, removing nearly 235,000 CY of sand per year. The most recent side-cast project within New Topsail Inlet was completed by the Merritt from February 4, 2011 to February 9, 2011 and moved 30,945 CY of sand from the channel. Since that time, the inlet has shoaled extensively, severely restricting safe vessel passage through the inlet. A survey completed by the USACE on July 4 and 5, 2011 reveals water depths as shallow as 3' MLW within the marked channel. These depths are seen on both the outer ebb shoal as well as interior flood shoals crossing the navigation channel and creating treacherous navigation conditions. The shoaling prevents any larger commercial boats from utilizing the inlet, hurting local small business owners and commercial fishermen. The necessary repetition required by the side-cast process demonstrates that it does not provide a long term solution and shoaling within the inlet channel becomes a major problem again within 3-4 months. Given the shallow and dendritic nature of the inlet system, the ebb channel wiggles slightly, making it nearly impossible for channel markers to identify the proper orientation. Examining the most recent USACE survey, dated July 5-6, 2011, the channel markers incorrectly mark the channel, guiding mariners directly over a large shoal on the south side of the channel between markers Red-4 and Red-6. Any boater without good local knowledge of this inlet would have extreme difficulty entering New Topsail Inlet. Due to the current conditions and shallow nature of New Topsail Inlet, the US Coast Guard actually 15 pulled the day marker buoys from the inlet, implying that the inlet is not navigable and is unsafe for any boat traffic. 3.3 ApplicanYs Stated Purpose According to information provided by the applicant, the purpose of the proposed project is to generate safe, navigable waters within New Topsail Inlet on the scale of years rather than months. Given the location of the inlet channel, all dredged material is beach quality and will be disposed of on the oceanfront beach within the Town of Topsail Beach. The proposed project yields a double benefit as a more permanent inlet channel orientation is established, enabling safe navigation of the inlet and reopening commercial traffic through New Topsail Inlet. Beach quality sand removed from the channel alignment and placed on Topsail Beach will provide additional recreational beach area and afford greater protection to the oceanfront houses. 3.4 Project Description Due to the urgent need for dredging within New Topsail Inlet, construction is proposed for the winter of 2011/2012 dredge season. The project will involve dredging beach quality sand from the federal navigation channel footprint within New Topsail Inlet currently designated as 150' wide, with 3:1 side slopes.The centerline of the proposed channel shall be defined as the thalweg of the inlet at the time of construction; however, if the deepest water of the inlet encroaches on a marsh shoreline, the channel will be shifted away from the marsh in order to eliminate any wetland impacts. Volume reports utilizing current bathymetric soundings within the proposed channel alignment estimate that approximately 701,600 cubic yards of sand needs to be removed to achieve the designed -16+2 MLW channel depth.The current federal channel is maintained to-8 MLW, however the maintenance in keeping the inlet navigable when dredged to this depth is extremely intensive. At the present time, dredges within the USACE fleet are the only vessels capable of dredging New Topsail Inlet to the designed depth as no other ocean certified dredges can dig in such shallow conditions. Advance maintenance is required to make future projects practical with the current US dredge fleet. The USACE side-casting dredge fleet moves an average of 235,000 CY of material within the inlet system per year. By deepening the channel to the proposed 16+2, removing the 701,600 CY of sand within template, and placing the material further updrift within the overall sediment transport system, the project longevity will be on the scale of 2 years rather than 4 months. 3.5 Disposal Area Location Beach quality sand removed from New Topsail Inlet will be disposed of on the oceanfront beach within the town limits of the Town of Topsail Beach. This allows the project to serve two beneficial uses- deepening the navigational channel in New Topsail Inlet and providing a larger recreational beach and coastal storm protection to personal property on Topsail Island. In order to address areas of erosion within the Town of Topsail Beach jurisdictional limits, dredge disposal will span the entire length of the town. Overall designed beach berm width will depend upon the total volume available at the time of the project. The fill will mimic the recent beach nourishment project completed by the Town of Topsail Beach between November 2010 and April 2011. The beach berm elevation will be built to 5.0 NAVD88 with a 25:1 beach face slope.This beach shape creates a 'natural' beach shape, greatly reduces scarping and allows high storm tides to wash up onto the berm rather than erode the beach. 16 3.6 Inlet Channel Sediment Characteristics A total of 12 vibracores and 7 grab samples were collected from New Topsail Inlet by American Vibracore Services (AVS) between the dates of September 27, 2011 and October 6, 2011. The coring involved vibrating a 14.5 foot long and 4 inch diameter aluminum pipe into the substrate, collecting sediment inside the pipe as it advances down. Once the entire length of the pipe was in the ground, the core was retrieved, capped, and labeled with the designated core identifier. The vibracores covered the channel from the beginning, near the USACE dock, seaward to the oceanfront extent of Topsail Island. Seaward of this area, safety concerns prohibited any vibracores from being collected. The shallow nature of the ebb shoal necessitated that a small vessel be used, however breaking waves over the ebb shoal created serious safety concerns and despite several attempts,on separate days,to obtain cores on the shoal were tried, conditions never improved. In lieu of vibracores, grab samples were collected across the ebb shoal. While these samples only represent the surficial sediments across this area and can only describe the top 1 foot or so of the current in situ sediment. However, in 2007, Coastal Planning and Engineering (CPE) collected multiple reconnaissance vibracores seaward of the ebb shoal and surrounding New Topsail Inlet area. These cores can be used to ascertain that extensive layers of fine or unsuitable material do not exist within grade and the design template. Copies of the core descriptions, grain size distribution curves, granularmetric spreadsheets and photographs of the CPE cores are included in this report. Please note that the CPE cores are in the NAVD88 datum whereas the current investigation is using MLW.There is a 2.5' difference in the two datums. The predetermined core locations were staked out using Real Time Kinematic (RTK) GPS and final sample positions and water elevations were logged using RTK-GPS. The water elevation was used to calculate the current tide reading at the sample location while a survey rod was used to determine the total distance from the seafloor to the water surface. By combining the water elevation and the distance between water surface and seafloor, the top of hole (TOH) elevation could be established for each core. Utilizing an electric vibrating motor, cores were vibrated vertically through the strata, to the full extent of the core barrel or refusal, capped and extracted. The overall penetration for the core was recorded, as well as the start and end times for the coring procedure.The top and bottom of the pipe was marked as well as the core identifier, and overall length. Upon completion, the cores were taken to the GBA geotechnical lab for splitting, core description, sampling, drying and sieve analysis. Individual core sections were cut open and one half of the core was wrapped, taped and archived as an undisturbed section while the other half of the core was described and representative samples were removed for grain size and composition analysis. A portion of the removed sample, representing a distinct stratigraphic layer within the vibracore, was composited and sent off for carbonate analysis.The remaining portion of each sample was dried and sieved to determine grain size throughout the core. Grain size distribution was adjusted via weighted average to compensate for the varying accretion within the channel template. These characteristics determine a weighted average for the critical criteria of each core, thereby allowing a corrected overall grain size, sorting and silt percentage for the entire navigation channel. The channel was broken into thirteen separate compartments, where one vibracore represented the sediment within that segment of channel.The areas were delineated by the midpoint of the straight line distance between two adjacent cores. Volume analysis was performed within the channel for each core compartment to determine the amount of sediment each core represented. Once the total volume of sediment represented by each core was calculated, an overall composite for the channel could be calculated and used for comparison to the geotechnical analysis for the native beach. 17 In order to maintain the integrity of current beach parameters, the North Carolina Coastal Resources Commission (CRC) has established standards to prevent large amounts of coarse material (cobbles, large shells and shell hash) as well as excessive fine grained material (silt and clay) being placed on the beach. Silt and clay (sediment size equal to or less than 0.063 mm), gravel (material with a diameter equal to or greater than 4.76 mm), and granular sediment (2.0 mm to 4.76 mm) are limited to 5% over the native beach.The calcium carbonate (shell) fraction of the borrow material is limited to no more than 15%over the native. Previous work and submissions (Topsail Beach Nourishment Project, completed April 2011) by the Town of Topsail Beach have identified the native beach characteristics for the proposed nourishment area to have a mean grain size of 0.24 mm (2.05 phi), 0.94% silt, 0.17% gravel, 0.82% granular and 11.0% calcium carbonate. Based on current criteria established by the North Carolina CRC, dredged material being placed on the beach must consist of sediment encompassed within 5.0% of the native material— in this case no more than 5.94%silt, 5.17%gravel and 26%shell content. Using methodologies described above, an overall composite for the New Topsail Inlet navigation channel was calculated based upon available material and representative statistics from the vibracore analysis. These numbers can be used to directly compare New Topsail Inlet with Topsail Beach's native sand. FINE SAND GRANULAR GRAVEL LOCATION Mean � � � � CARBONATE (mm) (�0.0625 mm) (0.0625-2.00 mm) (2.00-4.76 mm) (4.76-76.00 mm) � NewTopsail 0.30 0.37 96.38 1.14 2.11 11.7 Inlet Topsail Beach 0.24 0.94 98.06 0.82 0.17 11.0 Native CRC N/A 5.94 N/A 5.82 5.17 26.0 Threshold Table 1: Weighted average grain size statistics for New Topsail lnlet compared to the Topsail 8each native sand. The sediment within the design template for New Topsail Inlet is nearly identical to the native sand found on the beach. Due to the inlet hydrodynamics and associated sorting of the sand that occurs with these wave and current activities, it is to be expected that the sand is of good quality and closely mimics the native. It should be noted that although the current vibracore study could not extend over the ebb shoal due to safety concerns, the historic records of cores obtained by CPE in 2007 show that good material does in fact continue past the shoal. Given the dynamic nature of tidal inlets, all recent deposition should be clean quartz sand with minimal clay/silt or shell deposits. Despite the high level of confidence in the ebb shoal material, dredging operations will be monitored extremely closely as this part of the template is excavated, watching for any undesirable material coming out of the dredge pipe. In the event that extensive fines or shelly material is being deposited on the beach, all dredge operations will suspend immediately until the problem is remedied. The full geotechnical report, including core logs, grain size distribution curves, granularmetric tables, and core photographs can be found in Appendix A. A schematic displaying the proposed inlet channel as well as GBA vibracores, GBA grab samples, CPE vibracores and the volume boxes for each core can be found at the end of the narrative. 18 3.7 Unsuitable Material Handling The written specifications for the job will require that the contractor closely monitor the material being discharged and disposed of on the beach. In the event that excessive unsuitable, non-beach compatible material (ie abundant shell, silt or clay) is encountered, the beach will be scraped and the undesirable material removed. The removed sediment will be stockpiled at the town owned Bush Marina, and upon completion of the navigation maintenance, the shells and undesirable sediment will be used to repair boat wake induced erosion at USACE Disposal Area 203, outside of the Federal AIWW right-of-way (Figure 1). This island was used as a borrow site for the winter 2010/2011 Topsail Beach Nourishment Project and the outside perimeter near Topsail Creek has eroded due to summer boat traffic. Any shell and sand removed from Topsail Beach during this project will repair the escarpment. �..:.. .... . .,�. . .. .... ..... ..... Figure 1:Unsuitable material will be used to repair the scarped dike on DA-203, outside of the AIWW right of way 3.8 Dredging Logistics This project will involve the use of a hydraulic dredge in the 24" class. Pipeline routes will wrap around the southern spit of Topsail Island. In order to avoid environmentally sensitive areas, the pipeline will remain seaward of the vegetation line and landward of the high tide line. Dredging shall be confined to the environmental window of November 15, 2011 to March 31, 2012. The beach disposal consists of only beach berm and slope construction and no equipment will disturb any vegetated dune systems throughout disposal procedures. As the designed dredge channel is encapsulated by the federally maintained navigation channel, environmental impacts are minimized and there should be no new impacts beyond the existing federal channel. is 3.9 Property Easements The Town of Topsail Beach is currently in the process of obtaining property easements for all oceanfront homes within the jurisdictional limits of the town. Drafts of the easement letter and thirty year beach, inlet and sound management plan easement are under review and the Town is expected to release the easement package to residents in the near future. 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F � ot +51]' ° v+ . �_ _ _ _ _ Mnw . _ _ m . .ap . . . . . slo . . . . . . . . . . . . . . . . .00 OD . . . . �, oe . . . . . . . . . . . . . . . . . . . . ... . . . pp. . ap .. . . . . ��` o . .... . . ... . . . . . . . . .. . . . . . .00 o i m E � $ e — > . . . �'2`'..�.� _ _ MLW . . . �zS ._� _ _ MLW . . �2S . . . _ �� N ¢q f \ C m � Po� � $ >° � � L T 6 O \ .. � � \. � S ...� N �L� �� 6 L � r � � � '�' O O N Vl 3 C r —iao . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ., .. iao —iao . . . . . . . . . . . . . . . . . . . . . . �..,., .. .,... .. _iao —iao . . . . . . . . . . . . . . . . . . . . . . . . . . —iao z x» an o 0 � —zao . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . —zao —zao . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . —zao —zao . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ._zao Z � � �oa eoa ew i000 noo iwo iaoo iaoo soa aoa eoa soo �w eoo eoo i000 soa aoa eoa soo �oa ew ew i000 � ° H s�oia: r' = ioo' v s�aia i'= ia wx��oi ooe�m �. unvoea H s�oia: r' = ioo' v s�ia r ia wx��oi ooe�m �. �uvoea H s�ma: r'=ioo' v s�aia �. r ia' wn��oi ooe�m �. �uvoea � . ,, , , , . ,;. . . ., ,, , . � Z 3d0 . . . . .,id�Fi%, , � � . . . . . . . . . . 36ll 34D . . . . . � '•:/J iJ . . . . . . . . . . . . 36ll 3d0 . . . . . . . . . . $ id�c /% , .� . . . . . . . . . . 36ll � LD � � C CG o � � � � 2ao . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 200 2ao . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 200 2ao . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .200 � � W = VI + � i � o O m � a o � iao . ioo iao ioo iao ioo Z = � W o / ��. � � J W � " � ° `�� e��aut se��o�: �� > �,� ra Ma e.�e„e +s_o' ne �� —+s o ne �.. +s o Q � e z vt + '� �. -�� , � � t7 Mnw Mnw ai +s.o � a_o - - - - on a� - - �� wo on a o �nw oc +s o � '2 on � d � CC MLW . . . _ _ _ MLW . . . ... �.�$ �. _ _ MLW � �_ �� _� O � S CS U � �/ � � � � . . ��.. �\ � �i 6 � __ �. -._. � � -ian -iao-ia� � � " �' -iao-iao � � . . ,. ,. _iao � � � Z V � —za o —za o —za o —za o —za o —za o � � � soa i000 noo izoo iaoo iaoo isoo isoo soa aoa ma soo �w eoo soo i000 soa aoa ma soo �oa ew sw i000 H s�oia: r' = ioa' v s�aia �. i'= ia' wx��oi ooe�m �. unvoea H s�oia: r' = ioo' v s�aia �. i'= ia' wx��oi ooe�m �. �uvoea H s�ma: r' = ioo' v s�aia �. i'= ia' wn��oi ooe�m �. �uvoea 11 x 17 = HALF SCALE as � � � - � � � � ._ � � � o � �_ , R » � t � a��; , . 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'2S ..... _ MLW . . �'2 _ _ MLW . . �. �2S . . _ � > T T m � ; � 6 6 O 2 � � V � � � B VI B B VI \ � � e —iao � —iao —iao � ... . , . . . _iao —iao ' .. . ... —iao m w � 3 M 1 3 i m m —za o —za o —za o —za o —za o —za o o� v � m m o a`� o i o o z z .e w > > w iao zoa 3oa aoa soa sm �ca eca sca iao zoa 3oa aoa soa soo �oa eca sca iao zoa 3oa aoa soa soo �oa eoa soa E o H s�oia: r� = ioo� v s�aia �. i•= ia� w,n�oi ooe�m �. unvoea H s�oia: r� = ioo� v s�aia �. i•= ia� w,n�oi ooe�m �. �uvoea H s�ma: r� = ioo� v s�aia �. i•= ia� wnmoi ooe�m �. �uvoea °' � — — — , ., , , ,�i} '� :. ,;': .°,�'i�.; � , .. m e� v, ' ' ' � ° ¢ o $ —o � ., � ,�, ,.< „ .�,,,� e aan ��•s�� , .,. , ,��, �, >; . ,�,�) aao aan , , ��s .,r �) aao aao �n.r';.� :e.;�9��'; , . . _., aao � � _ _ _ 0 o a a �'v �t � o a� d6 � zao . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . zoo zao . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . zoo zao . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .zoo 0 0 L � m �j N 6 m � 6 d �4 V m 8 R 100 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 100 10D . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 100 1aD . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 100 �L �� z: g � 19 �� 5& Tie in 58 �Z o a ae +s o +sa � +so � +so . � . rra a � � m E `s Mnw t +La A Mnw oc +so A, Mnw �� o�� or � a u° F ao - - o e - - oo ao � � ' .,io . . . . . . . . . . . . . . . . . . . . . . . . oo ao . . . .-. sie . . . . . . . . . . . . . . . . . . . . . .o0 MLW . . . . . . . . . . . . . . . . „�]•�+L_� . . . . . . . MLW .y�'25 MLW „eJ=S` o� � p 8 F � y m m� � ¢q e ``�� C � . . . � .... ... \ �-�-�� , .... . 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O � S CS U . \ � ��/ � � � F �i 6 � U➢ _,a� _�ao_,a� � — _�ao_,ao � — _ —�ao � � � o � —za o —za o —za o —za o —za o —sa o � � � iao zoa 3oa aoa soa soo �oa eoa soa iao zoa 3oa aoa soa soo �oa eoa soa iao zoa 3oa aoa soa soo �oa eoa soa H s�oia: r' = ioa' v s�aia �. i°= ia' wx��oi ooe�m �. unvoea H s�oia: r' = ioo' v s�aia �. i°= ia' wx��oi ooe�m �. �uvoea H s�ma: r' = ioo' v s�aia �. i°= ia' wn��oi ooe�m �. �uvoea 11 x 17 = HALF SCALE as � � � - � � � � �- o � � o aa_o 189� d ^ ,:9�:J � ., .. c ;) ao o aa� . - -.� �i:;/l., , > . � c e) ao o � "' � 3 ro ��o° v a �� v o v 9 ° in m.� � m U 6 za o zo o za o zo 0 6, 'bzs � _ m�d2° a � o � , � � � o o u � E � 100 � 100 10D 100 � n0 3 \ w � 55� . 50� � \ @ d 3 ile i —k5.0' Tle i —k5.0' ° w � o ve \ � n n \. � Y o t+59' � atr+i0' z Mnw Mnw " ° �' h ao . . �.. �oe _ _ _ _ oo ao - �� oe oo y a e � rn ¢ MLW �25 MLW `� �'25 � B > � C ,� > 3 3 � .... . . .... .._ � � � 6 6 O � 2 � � V '�. � � B VI B B VI —ian —iao—ian '" " " ��..._,. —iao m w � 3 M 1 —za o —za o —za o —za o o� v � _ �" o z = o iao zoa 3oa aoa soa sm �ca eca o iao zoa 3oa aoa soa soo �ca eca E o H s�oia: r� = ioo� v s�aia �. i•= ia� w,n�oi ooe�m �. unvoea H s�oia: r� = ioo� v s�aia �. i•= ia� w,n�oi ooe�m �. �uvoea °' � — — — 0 0° ¢ o $ `�9- h 19 , i .. ., �.,r l� . d � t i�a,' , , � e 13_ o S d : ; 1 ` � m � aan � / / � . '`�) ann aan �� /��/"-" , �" ) ann aao �-/• / . > , - , ao o ° 0 o a a �'v �t � o a� d6 � zao . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . zoo zao . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . zoo zao . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .zoo 0 0 L � m �j N 6 m � 6 d �4 V m 8 R 100 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 100 10D . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 100 1aD . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 100 �L �� z: g 59� � 54 � ?Z � � �i � —k5.0' ile In —+5.0' - ne � � � ^ at +a.a' ue secoon: � E m E 3 - M�w m +s o �. M� �.. . . . _ _ M�w . � i' �' t e.lsu� +ao' o�� o` o � e s� a ao . . . . . . . . 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O o N Vt 3 C r —iao . . . . . . . . . . . . . . . . . . . . . . . . .,, .., , . _iao —iao . . . . . . . . . . . . . . . . �- . . . . . .`_ . . . ... —iao —iao . . . . . . . . . . . . . . . . . . . . . . . .....--. —iao z x» an o 0 � —zao . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . —zao —zao . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . —zao —zao . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ._zao Z � � H s�oia:r'=ioo v s�i i'= ia wx��oi ooe�m �. unvoea H s�oia: r'_�oo' v s�ia r ia wrt��oi ooe�m �wvoea H s ma: r' = ioo v s�aia zoa a' soa, , aoa eoa soo v��oi ooe�m �wvoea � [io � Z 3a o �s-.;, ��<�� , v � � a� 3a� �� l >„ � ��, ao 0 3a o r2, � < �� ao o W v _ � — � � � � zao . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . zoo zao . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . zoo zao . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .zoo �Q,� � � � � piD � W � i � O [a0 � � m � a � o ,ao �� ioo ,ao ioo ,ao ioo U � i � W ! s , � ss, J W �, �; v, � > � 7re m� —+s.o' 7��e �� se� —+s.o' a'�e '�� —+so' � � � z � + � Mryw c +s o � ry t +5.0' \ ryw c +5.0' � � �� w �.� � 6 [O ao . soP _ _ _ _ oo ao - .... s�� e oo ao - �.... eioe . . . . _ oo � _ � � � MLW . . .......�zS _ _ _ MLW . ��25 . _ _ MLW . '••... I . . . _ O � ._ ` �..� 25 y � ? U � � � �y � 6 '�, �. �i 6 � � �,,... � .._ . _ , . . � � � —ian � � ' ' — __.. —iao—ia� ...,_... _iao—iao .,. _ . . . . . ._.. —iao � � � Z V � —za o —za o —za o —za o —za o —za o � � � o iao zoa 3oa aoa soa soo �oa eoa o iao zoa 3oa aoa soa soo �oa eoa o iao zoa 3oa aoa soa soo �oa eoa H s�oia: r' = ioa' v s�aia �. i°= ia' wx��oi ooe�m �. unvoea H s�oia: r' = ioo' v s�aia �. i°= ia' wx��oi ooe�m �. �uvoea H s�ma: r' = ioo' v s�aia �. i°= ia' wn��oi ooe�m �. �uvoea 11 x 17 = HALF SCALE a� SECTION 5.0 APPENDIX A Geotechnical Analysis New Topsail Inlet Maintenance Dredging September 2011 48 APPENDIX A Section 1 New Topsail Inlet Maintenance Dredging Vibracore Logs 49 Boring Designation TB-11-GS-1 DRILLING LOG mv�srox �xsral.wTrox sxffr � os � sxeers 1. VRQ/ECT . 9. SREANOTYFEOF9IT NewTOpsaillnlelMainlenance0retlging . �e ��RaHaresrsrewioa�v xoxrzoxra� vexnca� Town of Topsail Beach, North Camlina �y3�.�6„�;r =�x.o-:ro-vcv� NoM Camlina Slale Plane I NAO 1983 I MLW 3. 90RINGOESIGNRTION � LOCATIONCOOROMlA1E5 11. MANVFACIVRH2'SOEST�NRTONOFORRL QqVTOXAMX£R Tg-��-Ci$-� �i X=Z�4�4��h �'=Z��96 POfl3!$3RIP�E! OMANVALXAMMER 3. ORILLINfiAfiENCY 'CONTRRCTORFNEN0. 'OISTVR9E0 'VNOISTVR9E0(W) Gahagan&BryanlASSOCiales, Inc. '' +z ronu mmw.es ', ', 9. NRMEOFORNLER 11 TOTALNVM9ERCORE90XE5 J. Prall 5. WRECTpN OF 90RMlfi i OEf�.FROM i pEqRING �A ELEVATpN 6RWNO WATER �VERTCAL �iVERTICAL � iSTARTEO �COXWLETEO 0,��,�� i i 1S OATE90RMlfi i � io-os-ii ia�.sa '� io-os-ii ia�.sa fi. TXICIWESSOFOVER9VROEN OAFL 16 ELEVATpNTOVOF90RWfi -��]FI. ]. OEVIXORNLEOINIOROLK �.�F(. �� TDTALRECOVERYFOR90RINfi � F(. 1d 516NATVREANOTIREOFINSFECIOR B. TOTALOEVIXOF90RING �AFL �CP ELEV. OEVIX ZIy CIASSIFGTIONOFMATERIALS ^/e �S� �) (R) W OepMSantlelevaNan54azManmeazwMValues REC. Sa REAMRKS ii � oo � Santl-lighllan,finelometliumgrainetl,well eP = - � � -�p,� �,0 sorletl,very clean quariz santl.Trace shell Mean(mm)'.024,Phi Sorting'. Ob2 hesh(2J mm)entl trece whole ehelle(<2 Fines(230)'. 0.35% cm . Entl of Boring 5 io is zo zs LLSAJ FORM 1836 MODIFIED FORTHE FLORIDADEP JUN02 JUN04 50 Boring Designation TB-11-GS-2 DRILLING LOG mv�srox �xsra�uTrox sxffr � os � sxeers 1. VRQ/ECT . 9. SREANOTYFEOF9IT NewTOpsaillnlelMainlenance0retlging . �e ��RaHaresrsrewioa�v xoxrzoxra� vexnca� Town of Topsail Beach, North Camlina �y3�.�6„�;r =�x.o-:ro-vcv� NoM Camlina Slale Plane I NAO 1983 I MLW 3. 90RINGOESIGNRTION � LOCATIONCOOROMlA1E5 11. MANVFACIVRH2'SOESIGNRTIONOFORNL QqVTOXAMX£R Tg-��-Ci$-Z �i X=Z�4�rJ�ZrJ9 �'=Z�Q9�4 POfl3!$3RIP�E! OMANVALXAMMER 3. ORILLINfiAfiENCY 'CONTRRCTORFNEN0. 'OISTVR9E0 'VNOISTVR9E0(W) Gahagan&BryanlASSOCiales, Inc. '' +z ronu mmw.es ', ', 9. NRMEOFORNLER 11 TOTALNVM9ERCORE90XE5 J. Prall 5. WRECTpN OF 90RMlfi i OEfi.FROM i pEqRlNfi �A ELEVATpN 6RWNO WATER �VERTCAL �iVERTICAL � iSTARTEO �COXWLETEO 0,��,�� i i 1S OATE90RMlfi i � io-os-ii ia�.ss '� io-os-ii ia�.s� fi. TXICIWESSOFOVER9VROEN �.�F(. 16 ELEVATpNTOVOF90RMlfi -J,$F(. ]. OEVIXORNLEOINIOROLK O.OFI. �� TDTALRECOVERYFOR90RING � F(. 1d 516NATVREANOTIREOFINSFECIOR B. TOTALOEVIXOF90RING �AFL �CP ELEV. OEVIX ZIy CIASSIFGTIONOFMATERIALS ^/e �S� �) (R) W OepMSantlelevaNan54azManmeazwMValues REC. Sa REAMRKS 9a oo � ep = � Santl-lighl lan lo lan, metlium grainetl, - -10.8 1.0 motleralely well sortetl quatlz santl. Mean(mm)'.0.63,Phi Sorting'. 0.81 Abuntlentehell hesh(1-10 mm)entl Fines(230)'. 020% motlera�ewholeshells <SCm .. Entl of Boring 5 io is zo zs LLSAJ FORM 1836 MODIFIED FORTHE FLORIDADEP JUN02 JUN04 51 Boring Designation TB-11-GS-3 DRILLING LOG mv�srox �xsra�uTrox sxffr � os � sxeers 1. VRQ/ECT . 9. SREANOTYFEOF9IT NewTOpsaillnlelMainlenance0retlging . �e ��RaHaresrsrewioa�v xoxrzoxra� vexnca� Town of Topsail Beach, North Camlina �y3�.�6„�;r =�x.o-:ro-vcv� NoM Camlina Slale Plane I NAO 1983 I MLW 3. 90RINGOESIGNRTION � LOCATIONCOOROMlA1E5 11. MANVFACIVRH2'SOESIGNRTIONOFORNL QqVTOXAMX£R Tg-��-Ci$-$ �i X=Z�4�rJ�4�{' �'=Z�6��rJ POfl3!$3RIP�E! OMANVALXAMMER 3. ORILLINfiAfiENCY 'CONTRRCTORFNEN0. 'OISTVR9E0 'VNOISTVR9E0(W) Gahagan&BryanlASSOCiales, Inc. '' +z ronu mmw.es ', ', 9. NRMEOFORNLER 11 TOTALNVM9ERCORE90XE5 J. Prall 5. WRECTpN OF 90RMlfi i OEfi.FROM i pEqRING �A ELEVATpN 6RWNO WATER �VERTCAL �iVERTICAL � iSTARTEO �COXWLETEO 0,��,�� i i 1S OATE90RMlfi i � io-os-ii ia�.sa '� io-os-ii ia�.s9 fi. TXICIWESSOFOVER9VROEN OAFL 16 ELEVATpNTOVOF90RWfi -�,BFI. ]. OEVIXORRlEOINIOROCK O.OFI. �� TDTALRECOVERYFOR90RING � F(. 1d 516NATVREANOTIREOFINSFECIOR B. TOTALOEVIXOF90RING �AFL �CP ELEY. OEVIX ZIy CIASSIFGTIONOFMATERIALS ^/e �S �) (R) W OepMSantlelevaNan54azManmeazwMValues REC. 8� REAMRKS zs o0 Santl-lighllan lolan,metlium grainetl,well eP = - � -8.6 1.0 sortetl quariz santl. Motlerale shell hash Mean(mm)'.0.4�,Phi Sorting'. 0.68 1-10 mm entl fewwhole ehelle <2 cm _ Fines(230)'. 0.15% Entl of Boring 5 io is zo zs LLSAJ FORM 1836 MODIFIED FORTHE FLORIDADEP JUN02 JUN04 52 Boring Designation TB-11-GS-4 DRILLING LOG o�vrsrox �xsrauaTrox sxffr � os � sxeers 1. VRQ/ECT . 9. SREANOTYFEOF9IT NewTOpsaillnlelMainlenance0retlging . �e ��RaHaresrsrewioam.w xoxrzoxra� vexnew� Town of Topsail Beach, North Camlina �y3�.�6„�;r =�x.o-:ro-vcv� NoM Camlina Slale Plane I NAO 1983 I MLW 3. 90RINGOESIGNRTION � LOCATIONCOOROMlA1E5 11. MANVFACIVRH2'SOESIGNRTIONOFORNL QqVTOXAMX£R Tg-��-Ci$-4 �i X=Z�4�rJ��rJ$ �'=Z�QrJZ� POfl3!$3RIP�E! OMANVALXAMMER 3. ORILLINfiAfiENCY 'CONTRRCTORFNEN0. 'OISTVR9E0 'VNOISTVR9E0(W) Gahagan&BryanlASSOCiales, Inc. '' +z ronu mmw.es ', ', 9. NRMEOFORNLER 11 TOTALNVM9ERCORE90XE5 J. Prall 5. WRECTpN OF 90RMlfi i OEfi.FROM i pEqRING �A EIEVATION fiRWNOWATER �VERTCAL �iVERTICAL � iSTARTEO �COXWLETEO QINCLINEO � � 1S OATE90RWfi i �p-ps-�� 41�� i ��-�6-�� 41�Z fi. TXICIWESSOFOVER9VROEN �.�F(. 16 EIEVATIONTOVOF90RMf� -6.$F(. ]. OEVIXORNLEOINIOROLK �.�F(. �� TDTALRECOVERYFOR90RINfi � F(. 1d SIGIATVREANOTITIEOFIN5FEC10R B. TOTALOEVIXOF90RING �AFL �CP ELEY. OEVIX ZIy CIASSIFGTIONOFMATERIALS ^/e �S� �) (R) W OepMSentleleveNan54azManmeaswMVelues REC. Sa REAMRKS sa oo � Santl-lighllan lolan,metlium grainetl,well eP = - � � -�g �,0 sortetl quariz santl. Motlerale shell hash Mean(mm)'.0.40,Phi Sorting'. 0.66 1-10 mm entl fewwhole ehelle <�cm _ Fines(230)'. 020% Entl of Boring 5 io is zo zs LLSAJ FORM 1836 MODIFIED FORTHE FLORIDADEP JUN02 JUN04 53 Boring Designation TB-11-GS-5 DRILLING LOG mv�srox �xsra�uTrox sxffr � os � sxeers 1. VRQ/ECT . 9. SREANOTYFEOF9IT NewTOpsaillnlelMainlenance0retlging . �e ��RaHaresrsrewioa�v xoxrzoxra� vexnca� Town of Topsail Beach, North Camlina �y3�.�6„�;r =�x.o-:ro-vcv� NoM Camlina Slale Plane I NAO 1983 I MLW 3. 90RINGOESIGNRTION � LOCqTONCOOROMAIES 11. MANVFACIVRH2'SOESIGNRTIONOFORNL QqVTOXAMX£R Tg-��-Ci$-rJ �i X=Z�4�QZQ1 �'=Z�QZrJ$ POfl3!$3RIP�E! OMANVALXAMMER 3. ORILLINfiAfiENCY 'CONTRRCTORFNEN0. 'OISTVR9E0 'VNOISTVR9E0(W) Gahagan&BryanlASSOCiales, Inc. '' +z ronu mmw.es ', ', 9. NRMEOFORNLER 11 TOTALNVM9ERCORE90XE5 J. Prall 5. WRECTpN OF 90RMlfi i OEfi.FROM i pEqRING �A ELEVATpN 6RWNO WATER �VERTCAL �iVERTICAL � iSTARTEO �COXWLETEO 0,��,�� i i 1S OATE90RMlfi i � io-os-ii ia�.o� '� io-os-ii ia�.oa fi. TXICIWESSOFOVER9VROEN OAFL 16 ELEVATpNTOVOF90RWfi -S.SFI. ]. OEVIXORNLEOINIOROLK O.OFI. �� TDTALRECOVERYFOR90RING � F(. 1d 516NATVREANOTIREOFINSFECIOR B. TOTALOEVIXOF90RING �AFL �CP ELEV. OEVIX ZIy CIASSIFGTIONOFMATERIALS ^/e �S� �) (R) W OepMSantlelevaNan54azManmeazwMValues REC. Sa REAMRKS ss oo � Santl-lighllan,finelometliumgrainetl,well eP = - � � -6.5 1.0 sorletl,very clean quariz santl.Trace shell Mean(mm)'.026,Phi Sorting'. 0.38 hesh b2mm _ Fines(230)'. 0.40%(SP) Entl of Boring 5 io is zo zs LLSAJ FORM 1836 MODIFIED FORTHE FLORIDADEP JUN02 JUN04 54 Boring Designation TB-11-GS-6 DRILLING LOG mv�srox �xsra�uTrox sxffr � os � sxeers 1. VRQ/ECT . 9. SREANOTYFEOF9IT NewTOpsaillnlelMainlenance0retlging . �e �Rwxaresrsrexnoam.w xoxrzoxra� vexnca� Town of Topsail Beach, North Camlina �y3�.�6„�;r =�x.o-:ro-vcv� NoM Camlina Slale Plane I NAO 1983 I MLW 3. 90RINGOESIGNRTION � LOCATIONCOOROMlA1E5 11. MANVFAClVRH2'SOESRiNRTONOFORRL QqVTOXAMX£R Tg-��-Ci$-6 �i X=Z�4�QrJ�� '=Z�Q�a9 POfl3!$3RIP�E! OMANVALXAMMER 3. ORILIANOAOENCY 'CONTRRCTORFNEN0. 'OISTVR9E0 'VNOISTVR9E0(W) Gahagan&BryanlASSOCiales, Inc. '' +z ronu mmw.es ', ', 9. NRMEOFORNLER 11 TOTALNVM9ERCORE90XE5 J. Prall 5. WRECTION OF 90RMO i OEfi.FROM i pEqRINp �A ELEVATION IN2WNO WATER �VERTCAL �iVERTICAL � iSTARTEO �COXWLETEO QINCIlNEO � � 1S OATE90RWO i �p-ps-�� 41�� i ��-�6-�� al�Z fi. TXICIWESSOFOVER9VROEN OAFL 16 ELEVATpNTOVOF90RWfi -BSFI. ]. OEVIXORNLEOINIOROLK O.OFI. �� TDTALRECOVERYFOR90RING � F(. 1d SIIiNATVREANOTITLEOFIN5FEC10R B. TOTALOEVIXOF90RING �AFL �CP ELEY. OEVIX ZIy CIASSIFGTIONOFMATERIALS ^/e �S� �) (R) W OepMSantlelevaNansGazManmeaswMValues REC. Sa REAMRKS sa oo � Santl-lighllan,finelometliumgrainetl,well eP = - � � -�g �,0 sorletl,very clean quariz santl.Trace shell Mean(mm)'.023,Phi Sorting'. 0.4� hesh b2 mm _ Fines(230)'. 025%(SP) Entl of Boring 5 io is zo zs LLSAJ FORM 1836 MODIFIED FORTHE FLORIDADEP JUN02 JUN04 55 Boring Designation TB-11-GS-7 DRILLING LOG o�vrsrox �xsral.wTrox sxffr � os � sxeers �' �aE� . 9. SREANOTYFEOF9IT NewTOpsaillnlelMainlenance0retlging . �e �Rwxaresrsrexnoam.w xoxrzoxra� vexnew� Town of Topsail Beach, North Camlina �y3�.�6„�;r =�x.o-:ro-vcv� NoM Camlina Slale Plane I NAO 1983 I MLW 3. 90RINfi0E5T�NRTON � LOCqTONCOOROMAIES 11. MANVFAClVRH2'SOESRiNRTONOFORRL QqVTOXAMX£R Tg-��-Ci$-� �i X=Z�4�Q4� �'=Z�Q�$6 POfl3!$3RIP�E! OMANVALXAMMER 3. ORIWNf�Af�ENCY 'CONTRRCTORFREN0. 'OISTVR9E0 'VNOISTVR9E0(W) Gahagan&BryanlASSOCiales, lnc. '' +z ronusaxw�s ', ', 9. NIIMEOFORRLER 11 TOTALNVM9ERCORE90XE5 J. Prall 5. WRECTpN OF 90RMlfi i OEfi.FROM i pEqRING �A ELEVATpN 6RWNO WATER �VERTCAL �iVERTICAL � iSTARTEO �COXWlETEO 0,��,�� i i 1S OATE90RMlfi i � io-os-ii ia�.is '� io-os-ii ia�.is fi. TXICIPlE550FOVER9VROEN �.�F(. 16 ELEVATIONTOVOF90RMO -6.�F(. ]. OEVIXORRLEOINIOROCK �.�F(. �� TDTALRECOVERYFOR90RIN(i � F(. 1d 516NATVREANOTIREOFINSFECIOR B. TOTALOEVIXOF90RIN(i �AFL �CP ELEV. OEVIX ZIy CIASSIFGTIONOFMATERIALS ^/e �S� �) (R) W OepMSantlelevaNan54azManmeazwMValues REC. Sa REAMRKS s� oo � ep = � Santl-lighl lan,fine grainetl,very well sortetl, Mean mm '.020,Phi Sortin '. 0.32 -�] 1.0 ve cleen uerp sentl.. � ) 9 Fines(230)'. 0.35%(SP) Entl of Boring 5 io is zo zs LLSAJ FORM 1836 MODIFIED FORTHE FLORIDADEP JUN02 JUN04 56 Boring Designation TB-11-VB-4 DRILLING LOG mv�srox �xsra�uTrox sxffr � os � sxeers 1. VRQ/ECT . 9. SREANOTYFEOF9IT Q,�Ip. NewTOpsaillnlelMainlenance0retlging . �e ��RaHaresrsrewioa�v xoxrzoxra� vexnca� Town of Topsail Beach, North Camlina �y3�.�6„�;r =�x.o-:ro-vcv� NoM Camlina Slale Plane I NAO 1983 I MLW 3. 90RINGOESIGNRTION � LOCATIONCOOROMlA1E5 11. MANVFACIVRH2'SOESIGNRTIONOFORNL QqVTOXAMX£R Tg-��-Ug-4 �i X=Z�4�4�4�� '=Z��4 Vibracore OMANVALXAMMER 3. ORILLINfiAfiENCY 'CONTRRCTORFNEN0. 'OISTVR9E0 'VNOISTVR9E0(W) Amencan Vibracore Services '' +z ronu mmw.es ', ', 9. NRMEOFORNLER 11 TOTALNVM9ERCORE90XE5 5. Kemnuir 5. WRECTION OF 90RMf� i OEf�.FROM i pEqRlNfi �A ELEVATpN 6RWNO WATER �VERTCAL �i�RT��- � �STARTEO �COXWLETEO 0,��,�� i i 1S OATE90RMlfi i � io-oa-ii oa�.as '� io-oa-ii oa�.aa fi. TXICIPlE550FOVER9VROEN �.�F(. 16 ELEVATpNTOVOF90RMlfi -$.�F(. ]. OEVIXORRlEOINIOROCK O.OFI. �� TDTALRECOVERYFOR90RING $,JF(. 1d 516NATVREANOTIREOFINSFECIOR B. TOTALOEVIXOF90RINfi �$.SFL �CP ELEV. OEVIX ZIy CIASSIFGTIONOFMATERIALS ^/e �S� �) (R) W OepMSantlelevaNan54azManmeazwMValues REC. Sa REAMRKS so 00 � 0 Santl-lighllan,finelometliumgrainetl,well Sample#1, Oeplh=0.0'-�2' sortetl very clean quatlz santl.trace shells, 1 Mean(mm)'.024,Phi Sorting'. 0.40 (SW). Fines(230)'. 0.40%(SP) 5 122 Z2 Santl-lighllanlogreyishlan,metlium Sample#2, Oeplh=�2'-9.4' grainetl,well sortetl quariz santl.Motlerale p Mean(mm)'.0.53,Phi Sorting'. 0.96 ehell hesh(2J mm),trece orgenice(wootl Fines(230)'. 0.85% ` _�qq gq e elicke). Shelllene@-15.8'10-18.3', (SW). io No Recovery. 18.5 13.5 Entl of Boring 15 zo zs LLSAJ FORM 1836 MODIFIED FORTHE FLORIDADEP JUN02 JUN04 51 Boring Designation TB-11-VB-5 DRILLING LOG mv�srox �xsra�uTrox sxffr � os � sxeers 1. VRQ/ECT . 9. SREANOTYFEOF9IT Q,�Ip. NewTOpsaillnlelMainlenance0retlging . �e �Rwxaresrsrexnoam.w xoxrzoxra� vexnca� Town of Topsail Beach, North Camlina �y3�.�6„�;r =�x.o-:ro-vcv� NoM Camlina Slale Plane I NAO 1983 I MLW 3. 90RINGOESIGNRTION � LOCATIONCOOROMlA1E5 11. MANVFACIVRH2'SOESIGNRTIONOFORNL QqVTOXAMX£R Tg-��-Ug-rJ �i X=Z�4�$�rJ�{' �'=Z��6�9 Vibracore OMANVALXAMMER 3. ORILLINfiAfiENCY 'CONTRRCTORFREN0. 'OISTVR9E0 'VNOISTVR9E0(W) Amencan Vibracore Services '' +z ronu mmw.es ', ', 9. NRMEOFORNLER 11 TOTALNVM9ERCORE90XE5 5. Kemnuir 5. WRECTpN OF 90RMlfi i OEfi.FROM i pEqRING �A ELEVATpN 6RWNO WATER �VERTCAL �iVERTICAL � iSTARTEO �COXWLETEO 0,��,�� i i 1S OATE90RMlfi i � io-oa-ii oa�.aa '� io-oa-ii o9�.00 fi. TXICIPlE550FOVER9VROEN �.�F(. 16 ELEVATpNTOVOF90RMlfi -$,�F(. ]. OEVIXORNLEOINIOROLK O.OFI. �� TDTALRECOVERYFOR90RING J,ZF(. 1d 516NATVREANOTIREOFINSFECIOR B. TOTALOEVIXOF90RING �$.�FL �CP ELEV. OEVIX ZIy CIASSIFGTIONOFMATERIALS ^/e �S� �) (R) W OepMSantlelevaNan54azManmeazwMValues REC. Sa REAMRKS ao 00 � 0 Santl-laqfinelometliumgrainetl,verywell Sample#1, Oeplh=0.0'-92' sorletl clean quariz santl.Trace shell hash 1 Mean(mm)'.024,Phi Sorting'. 0.46 (b2mm),trecewholeshells(<2cm),(SW). Fines(230)'. 0.30% 5 ' -1�2 92 e io No Recovery. 21.0 13.0 Entl of Boring 15 zo zs LLSAJ FORM 1836 MODIFIED FORTHE FLORIDADEP JUN02 JUN04 58 Boring Designation TB-11-VB-6 DRILLING LOG mv�srox �xsra�uTrox sxffr � or � sxeers 1. VRQ/ECT . 9. SREANOTYFEOF9IT Q,�Ip. NewTOpsaillnlelMainlenance0retlging . �e ��RaHaresrsrewioa�v xoxrzoxra� vexnca� Town of Topsail Beach, North Camlina �y3�.�6„�;r =�x.o-:ro-vcv� NoM Camlina Slale Plane I NAO 1983 I MLW 3. 90RINGOESIGNRTION � LOCATIONCOOROMlA1E5 11. MANVFACIVRH2'SOESIGNRTIONOFORNL QqVTOXAMX£R Tg-��-Ug-6 �i X=Z�4�Z�a�� '=Z��4�� Vibracore OMANVALXAMMER 3. ORILLINfiAfiENCY 'CONTRRCTORFNEN0. 'OISTVR9E0 'VNOISTVR9E0(W) Amencan Vibracore Services '' +z ronu mmw.es ', ', 9. NRMEOFORNLER 11 TOTALNVM9ERCORE90XE5 5. Kemnuir 5. WRECTION OF 90RMf� i OEfi.FROM i pEqRING �A ELEVATpN 6RWNO WATER �VERTCAL �iVERTICAL � iSTARTEO �COXWLETEO 0,��,�� i i 1S OATE90RMlfi i � io-oa-ii o��.sa '� io-oa-ii oa�.za fi. TXICIWESSOFOVER9VROEN �.�F(. 16 ELEVATIONTOVOF90RMO -��.�F(. ]. OEVIXORNLEOINIOROLK O.OFI. �� TDTALRECOVERYFOR90RING �,JF(. 1d SIIiNATVREANOTITLEOFIN5FEC10R B. TOTALOEVIXOF90RING ��AFL �CP ELEV. OEVIX ZIy CIASSIFGTIONOFMATERIALS ^/e �S �) (R) W OepMSantlelevaNansGazManmeaswMValues REC. 8� REAMRKS ioo 00 0 Santl-greyish�aqfinelometliumgrainetl, Sample#1, Oeplh=0.0'-4.8' very well sortetl quariz santl.Small amounls 1 Mean(mm)'.023,Phi Sorting'. OA2 ehellhesh(b2mm), (SW). Fines(230)'. 0.10% 14.8 4.8 � 5 Santl-greybgreyish�an,metliumgrainetl, Sample#2, Oeplh=4.8'-Z9' well sortetl quatlz santl.Abuntlanl shell hash p Mean(mm)'.0.62,Phi Sorting'. 1.14 (1-3 mm)entl ehell begmen�s(<10 cm), Fines(230)'. 0.35% (SW). 1�.9 �.9 � � No Recovery. io zio iio Entl of Boring 15 zo zs LLSAJ FORM 1836 MODIFIED FORTHE FLORIDADEP JUN02 JUN04 59 Boring Designation TB-11-VB-7 DRILLING LOG mv�srox �xsrauaTrox sxffr � os � sxeers 1. VRQ/ECT . 9. SREANOTYFEOF9IT Q,�Ip. NewTOpsaillnlelMainlenance0retlging . �e ��RaHaresrsrewioa�v xoxrzoxra� vexnca� Town of Topsail Beach, North Camlina �y3�.�6„�;r =�x.o-:ro-vcv� NoM Camlina Slale Plane I NAO 1983 I MLW 3. 90RINGOESIGNRTION � LOCqTONCOOROMAIES 11. MANVFACIVRH2'SOESIGNRTIONOFORNL QqVTOXAMX£R Tg-��-Ug-� �i X=Z�4�Z��Z4 �'=Z��4rJZ Vibracore OMANVALXAMMER 3. ORILIANOAOENCY 'CONTRRCTORFNEN0. 'OISTVR9E0 'VNOISTVR9E0(W) Amencan Vibracore Services '' +z ronu mmw.es ', ', 9. NRMEOFORNLER 11 TOTALNVM9ERCORE90XE5 5. Kemnuir 5. WRECTpN OF 90RMlfi i OEfi.FROM i pEqRING �A ELEVATpN 6RWNO WATER �VERTCAL �i�RT��- � �STARTEO �COXWLETEO 0,��,�� i i 1S OATE90RMlfi i � io-oz-ii oa�.os '� io-oz-ii oa�.ia fi. TXICIWESSOFOVER9VROEN �.�F(. 16 ELEVATpNTOVOF90RMlfi -�,�F(. ]. OEVIXORNLEOINIOROLK O.OFI. �� TDTALRECOVERYFOR90RING �].$F(. 1d 516NATVREANOTIREOFINSFECIOR B. TOTALOEVIXOF90RING �G,SFL �CP ELEV. OEVIX W CIASSIFGTIONOFMATERIALS ^/e �S� �) (R) j OepMSantlelevaNan54azManmeazwMValues REC. Sa REAMRKS zo 00 � 0 Santl-lan,fine b metlium grainetl,well sorletl Sample#1, Oeplh=0.0'-29' quetlz sentl.Abuntlenl ehell hesh(&10 mm) 1 Meen(mm)'.0.40,Phi Sorting'. 1.10 entlmotlere�ewholeshells(<SCm).,(SW). Fines(230)'. 0.85% 9.9 29 ° Santl-laq fine lo metlium grainetl,very well Sample#2, Oeplh=29'-4.8' sorletl quatlz santl.Small amounls of shell 2 Mean(mm)'.02�,Phi Sorting'. 0.66 _�� a aa e hesh(b2mm).,(SW). Fines(230)'. 025% 5 Santl-lan,fine b metlium grainetl,well sorletl quetlz sentl.Abuntlenl ehell hesh(&10 mm) 1 entl motlerete whole ehelle(<8 cm).,(SW). 14.1 Z1 Santl-laq fine lo metlium grainetl,very well Z -15.1 8.1 sorletl quatlz santl.Small amounls of shell hash L2 mm ., SW . io No Recovery. 21.5 14.5 Entl of Boring 15 zo zs LLSAJ FORM 1836 MODIFIED FORTHE FLORIDADEP JUN02 JUN04 60 Boring Designation TB-11-VB-7A DRILLING LOG mv�srox �xsra�uTrox sxffr � os � sxeers 1. VRQ/ECT . 9. SREANOTYFEOF9IT Q,�Ip. NewTOpsaillnlelMainlenance0retlging . �e ��RaHaresrsrewioa�v xoxrzoxra� vexnca� Town of Topsail Beach, North Camlina �y3�.�6„�;r =�x.o-:ro-vcv� NoM Camlina Slale Plane I NAO 1983 I MLW 3. 90RINGOESIGNRTION � LOCATIONCOOROMlA1E5 11. MANVFACIVRH2'SOESIGNRTIONOFORNL QqVTOXAMX£R Tg-��-Ug-�/� �i X=Z�4�Z��Z4 �'=Z��4rJZ Vibracore OMANVALXAMMER 3. ORILLINfiAfiENCY 'CONTRRCTORFNEN0. 'OISTVR9E0 'VNOISTVR9E0(W) Amencan Vibracore Services '' +z ronu mmw.es ', ', 9. NIIMEOFORRLER 11 TOTALNVM9ERCORE90XE5 5. Kemnuir 5. WRECTpN OF 90RMlfi i OEfi.FROM i pEqRING �A ELEVATpN 6RWNO WATER �VERTCAL �iVERTICAL � iSTARTEO �COXWlETEO 0,��,�� i i 1S OATE90RMlfi i � io-oz-ii o9�.00 '� io-oz-ii o9�.is fi. TXICIWESSOFOVER9VROEN �.�F(. 16 ELEVATpNTOVOF90RMlfi -�,�F(. ]. OEVIXORNLEOINIOROLK O.OFI. �� TDTALRECOVERYFOR90RING �Z,QF(. 1d SIGIATVREANOTITIEOFIN5FEC10R B. TOTALOEVIXOF90RING SAFL �CP ELEV. OEVIX ZIy CIASSIFGTIONOFMATERIALS ^/e �S� �) (R) W OepMSantlelevaNan54azManmeazwMValues REC. Sa REAMRKS zo 00 � 0 Jelletl tlown�feel lo-14 MLW.. 5 iao zo 14 a ,a Santl-laq fine lo metlium grainetl,very well p Sample#2, Oeplh=ZO'-ZS' sorletl quatlz santl.Small amounls of shell hash(L2 mm)increasing in abuntlance tlown core. Same as Sample#2laken hom TB-11-VB-�., SW . Santl-lan,fine lo metliume grainetl, motleralelywellsortetlquatlzsantl. 1 Sample#1, Oeplh=�.8'-124' �� Abuntlenl ehell hesh(&10 mm)entl motlerale whole ehelle(<8 cm). Leyer of retlucetl shell hash antl whole shells @-15.9' _�gq �pq l0-1�.0'. Sameas5ampleilakenhom TB-1-VB-�., SW . Entl of Boring 15 zo zs LLSAJ FORM 1836 MODIFIED FORTHE FLORIDADEP JUN02 JUN04 61 Boring Designation TB-11-VB-8 DRILLING LOG mv�srox �xsra�uTrox sxffr � os � sxeers 1. VRQ/ECT . 9. SREANOTYFEOF9IT Q,�Ip. NewTOpsaillnlelMainlenance0retlging . �e ��RaHaresrsrewioa�v xoxrzoxra� vexnca� Town of Topsail Beach, North Camlina �y3�.�6„�;r =�x.o-:ro-vcv� NoM Camlina Slale Plane I NAO 1983 I MLW 3. 90RINGOESIGNRTION � LOCATIONCOOROMlA1E5 11. MANVFACIVRH2'SOESIGNRTIONOFORNL QqVTOXAMX£R Tg-��-Ug-a �i X=Z�4��rJrJ$ �'=Z�a��6 Vibracore OMANVALXAMMER 3. ORILLINfiAfiENCY 'CONTRRCTORFNEN0. 'OISTVR9E0 'VNOISTVR9E0(W) AmencanVibracore5ervices '' +z ronusaxw�s ', ', 9. NRMEOFORNLER 11 TOTALNVM9ERCORE90XE5 5. Kemnuir 5. WRECTpN OF 90RMlfi i OEfi.FROM i pEqRlNfi �A EIEVATION fiRWNOWATER �VERTCAL �iVERTICAL � iSTARTEO �COXWLETEO QINCLINEO � � 1S OATE90RMf� � '� o9-ao-ii is�.ss '� o9-ao-ii is�.io fi. TXICIWESSOFOVER9VROEN OAFL 16 ELEVATpNTOVOF90RWfi -B.� FI. ]. OEVIXORNLEOINIOROLK O.OFI. �� TDTALRECOVERYFOR90RING JF(. 1d SIGIATVREANOTITIEOFIN5FEC10R B. TOTALOEVIXOF90RING �GAFL �CP ELEY. OEVIX ZIy CIASSIFGTIONOFMATERIALS ^/e �S� �) (R) W OepMSentleleveNan54azManmeaswMVelues REC. Sa REAMRKS si oo � 0 Santl-lighl greyish lan,fine lo metlium grainetl,very well sortetl quatlz santl.Trace Sample#1, Oeplh=0.0'-Z4' shell hash(L2 mm).Slighlly coarser layer 1 Mean(mm)'.023,Phi Sorting'. 0.38 wi�h increesetl ehell hesh bom-10.3'lo Fines(230)'. 0.10%(SP) -1 L2'.,(SW). 5 13.5 Z4 ° Santl-lan,metlium grainetl,well sortetl Sample#2, Oeplh=�4'-9.0' quatlz santl.Motlera�e shell hash(2-3 mm). p Mean(mm)'.0.46,Phi Sorting'. 0.69 � -15.1 g,0 � Fewwhole ehelle els�om of core(<8 cm), Fines(230)'. 0.80% io No Recovery. zoi iao Entl of Boring 15 zo zs LLSAJ FORM 1836 MODIFIED FORTHE FLORIDADEP JUN02 JUN04 62 Boring Designation TB-11-VB-9 DRILLING LOG mv�srox �xsra�uTrox sxffr � or � sxeers 1. VRQ/ECT . 9. SREANOTYFEOF9IT Q,�Ip. NewTOpsaillnlelMainlenance0retlging . �e ��RaHaresrsrewioa�v xoxrzoxra� vexnca� Town of Topsail Beach, North Camlina �y3�.�6„�;r =�x.o-:ro-vcv� NoM Camlina Slale Plane I NAO 1983 I MLW 3. 90RINfi0E5T�NRTON � LOCATIONCOOROMlA1E5 11. MANVFACIVRH2'SOESIGNRTIONOFORNL QqVTOXAMX£R Tg-��-Ug-9 �i X=Z�4��$6 �'=Z�9�$arJ Vibracore OMANVALXAMMER 3. ORIWNf�Af�ENCY 'CONTRRCTORFNEN0. 'OISTVR9E0 'VNOISTVR9E0(W) Amencan Vibracore Services '' +z ronu mmw.es ', ', 9. NIIMEOFORRLER 11 TOTALNVM9ERCORE90XE5 5. Kemnuir 5. WRECTION OF 90RMf� i OEfi.FROM i pEqRING �A ELEVATpN 6RWNO WATER �VERTCAL �iVERTICAL � iSTARTEO �COXWLETEO QINCLINEO � � 1S OATE90RMlfi � '� o9-z9-ii is�.00 '� o9-z9-ii is�.ao fi. TXICIWESSOFOVER9VROEN �.�F(. 16 EIEVATIONTOVOF90RMf� -Z,JF(. ]. OEVIXORNLEOINIOROLK O.OFI. �� TDTALRECOVERYFOR90RING J,� F(. 1d 516NATVREANOTIREOFINSFECIOR B. TOTALOEVIXOF90RING �G,SFL �CP ELEV. OEVIX ZIy CIASSIFGTIONOFMATERIALS ^/e �S� �) (R) W OepMSantlelevaNan54azManmeazwMValues REC. Sa REAMRKS z9 00 � 0 Santl-lan,fine b metlium grainetl,well sorletl Sample#1, Oeplh=0.0'-21' quariz santl.Motlerale shell hash(2-3 mm)., 1 Mean(mm)'.0.30,Phi Sorting'. 0]5 -SA 21 � (SW). Fines(230)'. 0.30% Santl-grey,finelometliumgrainetiverywell Sample#2, Oeplh=21'-5.8' sortetl quariz santl.Trace shell hash.,(SW). Z Mean(mm)'.025,Phi Sorting'. 0.50 Fines(230)'. 0.50%(SP) 5 8] 5.8 Santl-laq fine lo metlium grainetl,very well sortetl quariz santl.Trace shell hash.Same Z characteristics as sample 2,bul tlifferenl color, (SW). � -120 9.1 io No Recovery. 1�.4 14.5 Entl of Boring 15 zo zs LLSAJ FORM 1836 MODIFIED FORTHE FLORIDADEP JUN02 JUN04 63 Boring Designation TB-11-VB-10 DRILLING LOG o�vrsrox �xsra�uTrox sxffr � os � sxeers 1. VRQ/ECT . 9. SREANOTYFEOF9IT Q,�Ip. NewTOpsaillnlelMainlenance0retlging . �e ��RaHaresrsrewioa�v xoxrzoxra� vexnca� Town of Topsail Beach, North Camlina �y3�.�6„�;r =�x.o-:ro-vcv� NoM Camlina Slale Plane I NAO 1983 I MLW 3. 90RINGOESIGNRTION � LOCATIONCOOROMlA1E5 11. MANVFACIVRH2'SOEST�NRTONOFORRL QqVTOXAMX£R Tg-��-Ug-�� i X=Z�4�Z��69 �'=ZZ��Za Vibracore OMANVALXAMMER 3. ORILLINfiAfiENCY 'CONTRRCTORFNEN0. 'OISTVR9E0 'VNOISTVR9E0(W) Amencan Vibracore Services '' +z ronu mmw.es ', ', 9. NRMEOFORNLER 11 TOTALNVM9ERCORE90XE5 5. Kemnuir 5. WRECTpN OF 90RMlfi i OEfi.FROM i pEqRING �A ELEVATpN 6RWNO WATER �VERTCAL �iVERTICAL � iSTARTEO �COXWLETEO QINCLINEO � � 1S OATE90RMlfi � '� o9-z9-ii ia�.zo '� o9-z9-ii ia�.as fi. TXICIWESSOFOVER9VROEN OAFL 16 ELEVATpNTOVOF90RWfi -P,� FI. ]. OEVIXORNLEOINIOROLK O.OFI. �� TDTALRECOVERYFOR90RING J,JF(. 1d 516NATVREANOTIREOFINSFECIOR B. TOTALOEVIXOF90RING �G,SFL �CP ELEV. OEVIX ZIy CIASSIFGTIONOFMATERIALS ^/e �S� �) (R) W OepMSantlelevaNan54azManmeazwMValues REC. Sa REAMRKS zi oo � 0 Santl-lighl greyish lan,fine lo metlium grainetl,well sorletl quariz santl.Small Sample#1, Oeplh=0.0'-9.9' emounle of ehell hesh(iJ mm)entl trece � Meen(mm)'.028,Phi Sorting'. 0.80 5 whole ehelle(<4 cm). Slighlly coerser Fines(230)'. 0.30% metlium grainetl santl wi�h increasetl shell hesh @ A2'��.3', (5 W). 120 9.9 ° io No Recovery. i6.6 14.5 Entl of Boring 15 zo zs LLSAJ FORM 1836 MODIFIED FORTHE FLORIDADEP JUN02 JUN04 64 Boring Designation TB-11-VB-11 DRILLING LOG mv�srox �xsra�uTrox sxffr � os � sxeers 1. VRQ/ECT . 9. SREANOTYFEOF9IT Q,�Ip. NewTOpsaillnlelMainlenance0retlging . �e ��RaHaresrsrewioa�v xoxrzoxra� vexnca� Town of Topsail Beach, North Camlina �y3�.�6„�;r =�x.o-:ro-vcv� NoM Camlina Slale Plane I NAO 1983 I MLW 3. 90RINGOESIGNRTION � LOCATIONCOOROMlA1E5 11. MANVFACIVRH2'SOESIGNRTIONOFORNL QqVTOXAMX£R Tg-��-Ug-�� i X=Z�4�Z�a6$ �'=ZZ��rJ�� Vibracore OMANVALXAMMER 3. ORILLINfiAfiENCY 'CONTRRCTORFNEN0. 'OISTVR9E0 'VNOISTVR9E0(W) Amencan Vibracore Services '' +z ronu mmw.es ', ', 9. NRMEOFORNLER 11 TOTALNVM9ERCORE90XE5 5. Kemnuir 5. WRECTpN OF 90RMlfi i OEf�.FROM i pEqRlNfi �A ELEVATpN 6RWNO WATER �VERTCAL �iVERTICAL � iSTARTEO �COXWLETEO QINCLINEO � � 1S OATE90RMlfi � I 0&29-11 13'.45 I 0&29-11 13'.58 fi. TXICIWESSOFOVER9VROEN �.�F(. 16 ELEVATpNTOVOF90RMlfi -].�F(. ]. OEVIXORNLEOINIOROLK O.OFI. �� TDTALRECOVERYFOR90RING ��.�F(. 1d 516NATVREANOTIREOFINSFECIOR B. TOTALOEVIXOF90RING �G,SFL �CP ELEV. OEVIX ZIy CIASSIFGTIONOFMATERIALS ^/e �S� �) (R) W OepMSantlelevaNan54azManmeazwMValues REC. Sa REAMRKS a� oo � 0 Santl-laq fine lo metlium grainetl,very well sortetl quatlz santl.Trace shell hash(L2 1 -5.5 1.8 � mm), (SW). Santl-lighl grey b greyish lan,fine lo metlium Sample#1, Oeplh=1.8'-9.5' S grainetl,very well sortetl quatlz santl.Trace 1 Mean(mm)'.021,Phi Sorting'. 0.33 ehell hesh(b2 mm), (SW). Fines(230)'. 025%(SP) � -132 9.5 . Santl-greylotlaikgrey,veryfinebfine Sample#2, Oeplh=9.5'-10]' c°� -14.4 10] e 9�inetl,motleralely well sortetl sitty santl. Z Mean(mm)'.029,Phi Sorting'. 0.98 �� Abuntlenlwholeshells., SW-SM . Fines(230)'. 225% No Recovery. 182 14.5 Entl of Boring 15 zo zs LLSAJ FORM 1836 MODIFIED FORTHE FLORIDADEP JUN02 JUN04 65 Boring Designation TB-11-VB-12 DRILLING LOG mv�srox �xsra�uTrox sxffr � or � sxeers 1. VRQ/ECT . 9. SREANOTYFEOF9IT Q,�Ip. NewTOpsaillnlelMainlenance0retlging . �e ��RaHaresrsrewioam.w xoxrzoxra� vexnew� Town of Topsail Beach, North Camlina �y3�.�6„�;r =�x.o-:ro-vcv� NoM Camlina Slale Plane I NAO 1983 I MLW 3. 90RINGOESIGNRTION � LOCATIONCOOROMlA1E5 11. MANVFACIVRH2'SOESIGNRTIONOFORNL QqVTOXAMX£R Tg-��-Ug-�Z �i X=Z�4�$�rJ�� '=ZZ��rJ�� Vibracore OMANVALXAMMER 3. ORILLINfiAfiENCY 'CONTRRCTORFNEN0. 'OISTVR9E0 'VNOISTVR9E0(W) Amencan Vibracore Services '' +z ronu mmw.es ', ', 9. NRMEOFORNLER 11 TOTALNVM9ERCORE90XE5 5. Kemnuir 5. WRECTpN OF 90RMlfi i OEfi.FROM i pEqRING �A ELEVATpN 6RWNO WATER �VERTCAL �iVERTICAL � iSTARTEO �COXWLETEO QINCLINEO � � 1S OATE90RMO � '� o9-z9-ii ii�.za '� o9-z9-ii ii�.sa fi. TXICIWESSOFOVER9VROEN OAFL 16 ELEVATpNTOVOF90RWfi -�SFI. ]. OEVIXORNLEOINIOROLK O.OFI. �� TDTALRECOVERYFOR90RING �Q,$F(. 1d 516NATVREANOTIREOFINSFECIOR B. TOTALOEVIXOF90RING �G,SFL �CP ELEV. OEVIX ZIy CIASSIFGTIONOFMATERIALS ^/e �S� �) (R) W OepMSantlelevaNan54azManmeazwMValues REC. Sa REAMRKS ia oo � Santl-lan,fine grainetl,very well sorletl � -p,g �,� querpsentl.Treceshellhesh.,(SW). � Santl-greyish�aq fine grainetl,very well Sample#1, Oeplh=1.1'-10.3' S sorletl quariz santl.Trace shell hash. Santl � Mean(mm)'.024,Phi Sorting'. 0.5� becomesligh�lycoerser(fine�metlium Fines(230)'. 0.30%(SP) grainetl)@-10]'�-121'.,(SW). -121 10.3 e 10 No Recovery. 16.3 14.5 Entl of Boring 15 zo zs LLSAJ FORM 1836 MODIFIED FORTHE FLORIDADEP JUN02 JUN04 66 Boring Designation TB-11-VB-13 DRILLING LOG mv�srox �xsra�uTrox sxffr � os � sxeers 1. VRQ/ECT . 9. SREANOTYFEOF9IT Q,�Ip. NewTOpsaillnlelMainlenance0retlging . �e ��RaHaresrsrewioa�v xoxrzoxra� vexnca� Town of Topsail Beach, North Camlina �y3�.�6„�;r =�x.o-:ro-vcv� NoM Camlina Slale Plane I NAO 1983 I MLW 3. 90RINfi0E5T�NRTON � LOCATIONCOOROMlA1E5 11. MANVFACIVRH2'SOEST�NRTONOFORRL QqVTOXAMX£R Tg-��-Ug-�$ �i X=Z�4�$��{'6 �'=ZZ��a Vibracore OMANVALXAMMER 3. ORILLINfiAfiENCY 'CONTRRCTORFNEN0. 'OISTVR9E0 'VNOISTVR9E0(W) Amencan Vibracore Services '' +z ronu mmw.es ', ', 9. NRMEOFORNLER 11 TOTALNVM9ERCORE90XE5 5. Kemnuir 5. WRECTpN OF 90RMlfi i OEfi.FROM i pEqRING �A ELEVATpN 6RWNO WATER �VERTCAL �iVERTICAL � iSTARTEO �COXWLETEO QINCLINEO � � 1S OATE90RMlfi � '� o9-ao-ii is�.iz '� o9-ao-ii is�.zs fi. TXICIWESSOFOVER9VROEN �.�F(. 16 ELEVATpNTOVOF90RMlfi -$,]F(. ]. OEVIXORNLEOINIOROLK O.OFI. �� TDTALRECOVERYFOR90RING J,$F(. 1d 516NATVREANOTIREOFINSFECIOR B. TOTALOEVIXOF90RINfi �P,SFL �CP ELEV. OEVIX ZIy CIASSIFGTIONOFMATERIALS ^/e �S� �) (R) W OepMSantlelevaNan54azManmeazwMValues REC. Sa REAMRKS aa oo � 0 Sentlaighl greyieh len lo�en(lop 1.3'of core is orangish lan in color),fine lo metlium Sample#1, Oeplh=0.0'-9.5' grainetl,very well sortetl quatlz santl.Trace � Mean(mm)'.028,Phi Sorting'. 0.62 ehell hesh(b2 mm),very few whole ehells. Fines(230)'. 020% 5 Cley bell(-5 cm J@-129'.Abuntlenl whole ehelle el bottom 0.3'of core.,(SW). 1�.8 9.5 ° io No Recovery. zoa izs Entl of Boring 15 zo zs LLSAJ FORM 1836 MODIFIED FORTHE FLORIDADEP JUN02 JUN04 6] Boring Designation TB-11-VB-14 DRILLING LOG mv�srox �xsra�uTrox sxffr � os � sxeers 1. VRQ/ECT . 9. SREANOTYFEOF9IT Q,�Ip. NewTOpsaillnlelMainlenance0retlging . �e ��RaHaresrsrewioa�v xoxrzoxra� vexnca� Town of Topsail Beach, North Camlina �y3�.�6„�;r =�x.o-:ro-vcv� NoM Camlina Slale Plane I NAO 1983 I MLW 3. 90RINGOESIGNRTION � LOCATIONCOOROMlA1E5 11. MANVFAClVRH2'SOESRiNRTONOFORRL QqVTOXAMX£R Tg-��-Ug-�4 �i X=Z�4�4�4ZrJ �'=ZZ��664 Vibracore OMANVALXAMMER 3. ORILLINfiAfiENCY 'CONTRRCTORFNEN0. 'OISTVR9E0 'VNOISTVR9E0(W) Amencan Vibracore Services '' +z ronu mmw.es ', ', 9. NRMEOFORNLER 11 TOTALNVM9ERCORE90XE5 5. Kemnuir 5. WRECTpN OF 90RMlfi i OEfi.FROM i pEqRING �A ELEVATpN 6RWNO WATER �VERT4XL �iVERTICAL � iSTARTEO �COXWLETEO QINCLINEO � � 1S OATE90RMO � '� o9-ao-ii ia�.aa '� o9-ao-ii ia�.so fi. TXICIWESSOFOVER9VROEN �.�F(. 16 ELEVATpNTOVOF90RMlfi -].�F(. ]. OEVIXORNLEOINIOROLK O.OFI. �� TDTALRECOVERYFOR90RING �Z,JF(. 1d 516NATVREANOTIREOFINSFECIOR B. TOTALOEVIXOF90RING �G,SFL �CP ELEV. OEVIX W CIASSIFGTIONOFMATERIALS ^/e �S� �) (R) j OepMSantlelevaNan54azManmeazwMValues REC. Sa REAMRKS ao 00 � 0 s Santl-�anlogrey,finebmetliumgrainetl, Sample#1, Oeplh=0.0'-128' very well sortetl quatlz santl.Trace shell 1 Mean(mm)'.023,Phi Sorting'. 0.49 hesh, (SW). Fines(230)'. 0.00% io isa iza � No Recovery. 1�.5 14.5 Entl of Boring 15 zo zs LLSAJ FORM 1836 MODIFIED FORTHE FLORIDADEP JUN02 JUN04 68 Boring Designation TB-11-VB-15 DRILLING LOG mv�srox �xsra�uTrox sxffr � os � sxeers 1. VRQ/ECT . 9. SREANOTYFEOF9IT Q,�Ip. NewTOpsaillnlelMainlenance0retlging . �e ��RaHaresrsrewioa�v xoxrzoxra� vexnca� Town of Topsail Beach, North Camlina �y3�.�6„�;r =�x.o-:ro-vcv� NoM Camlina Slale Plane I NAO 1983 I MLW 3. 90RINGOESIGNRTION � LOCATIONCOOROMlA1E5 11. MANVFACIVRH2'SOESIGNRTIONOFORNL QqVTOXAMX£R Tg-��-Ug-�rJ �i X=Z�4�rJ�4$� �'=ZZ��6 Vibracore OMANVALXAMMER 3. ORILLINfiAfiENCY 'CONTRRCTORFNEN0. 'OISTVR9E0 'VNOISTVR9E0(W) AmencanVibracore5ervices '' +z ronusaxw�s ', ', 9. NRMEOFORNLER 11 TOTALNVM9ERCORE90XE5 5. Kemnuir 5. WRECTpN OF 90RMlfi i OEf�.FROM i pEqRING �A ELEVATpN 6RWNO WATER �VERTCAL �iVERTICAL � iSTARTEO �COXWlETEO O��U�� i i 1S OATE90RMlfi i � io-ovii ia�.sa '� io-ovii i9�.oa fi. TXICIWESSOFOVER9VROEN OAFL 16 ELEVATpNTOVOF90RWfi -�]FI. ]. OEVIXORNLEOINIOROLK O.OFI. �� TDTALRECOVERYFOR90RING J,$F(. 1d 516NATVREANOTIREOFINSFECIOR B. TOTALOEVIXOF90RING �GAFL �CP ELEV. OEVIX ZIy CIASSIFGTIONOFMATERIALS ^/e �S� �) (R) W OepMSantlelevaNan54azManmeazwMValues REC. Sa REAMRKS z� oo � 0 Santl-greyish�aq fine grainetl,very well sortetl quatlz santl.Trace shell hash(L2 Sample#1, Oeplh=0.0'-6.3' mm)entl whole ehelle(2-3 cm). Becomes 1 Meen(mm)'.0.31,Phi Sorting'. 1.0� coeiser(fine b metlium greinetl sentl)@ Fines(230)'. 0.30% -129'�-14'., (SW). 5 14.0 6.3 Santl-greyish�aqfinelometliumgrainetl, Sample#2, Oeplh=6.3'-9.8' well sortetl quatlz santl.Abuntlanl shell hash 2 Mean(mm)'.082,Phi Sorting'. 1.06 (2-Smm), (SW). Fines(230)'. 025% � -1�.5 9.8 ° io No Recovery. zi � iao Entl of Boring 15 zo zs LLSAJ FORM 1836 MODIFIED FORTHE FLORIDADEP JUN02 JUN04 69 Boring Designation TBVC-07-02 DIVISION INSTALLATION SHEET 1 DRILLING LOG oF � SHEETS 1. PROJECT �^��'� 9, SIZE AND TYPE OF BIT 3.0 In. TopsailBeach Sand Search 10. COORDINATESYSTEM/DATUM �HORIZONTAL �VERTICAL North Carolina North Carolina State Plane I NAD 1983 I NAVD 88 2. BORING DESIGNATION i LOCATION COORDINATES 11. MANUFACTURER'S DESIGNATION OF DRILL Q pUTO HAMMER TBVG07-02 � X=2,407,685 Y=216,446 Pneumatic O MANUAL HAMMER 3. DRILLING AGENCY 'CONTRACTOR FILE NO. 'DISTURBED 'UNDISfURBED(UD) AmericaVibracore, lnc. ; �Z• TbTALSAMPLES i i 4. NAME OF DRILLER 13. TOTAL NUMBER CORE BOXES Fred Kaub 5. DIRECTION OF BORING i DEG.FROM i BEARING �4• ELEVATION GROUND WATER �VERTICAL i�RT�C� i iSfpRTED iCOMPLETED 15. DATE BORING i i Q INCLINED 06-26-07 09:13 06-26-07 09:16 6. THICKNESS OF OVERBURDEN O.O Ft. 16. ELEVATION TOP OF BORING -2$.O Ft. 7. DEPTH DRILLED INfO ROCK O.O Ft. ��• TbTAL RECOVERY FOR BORING 172 Ft. 18. SIGNATURE AND TITLE OF INSPECTOR 8. TOTAL DEPTH OF BORING 20.0 Ft. KW ELEV. DEPTH W CLASSIFICATION OF MATERIALS / �6 REMARKS (k) (k) W Depths antl elevations basetl on measuretl values REC. DQ -28.0 0.0 � mw s,euHam�iar�r�ar�m��.,ai�n��eormeu�a�smma�a>zemm. 0 � SAND,fine grained,quartz,trace shell hash, Sample#1,Depth=1.5' ' trace silt,(0.75'Sc0.5")shell fragment @1.5', 1 Mean(mm):0.16, Phi Sorting:0.72 ' gray(5Y-6/1),(SP). Shell Hash:1%,Fines(230)2.40%(SP) -30.1 2.1 � � SAND,fine grained,quartz,trace shell hash, � trace silt,shell hash layer from 4.8'to 5.0', Sample#2,Depth=5.5' (0.75"X3.0")silt pocket @ 2.1',shell fragment 2 Mean(mm):0.15, Phi Sorting:0.75 � � (1.0"x1.5")@ 4.5',(2)1.0"@ 4.9'and 5.6',dark Shell Hash:1%,Fines(230):4.44%(SP) c . 9ray(5Y-4/1),(SP). 5 � -34.2 62 • Sample#4,Depth=6.4' � -34.8 6.8 SAND,little shell hash,trace shell fragments, 4 Mean(mm):1.82, Phi Sorting2.42 y , trace whole shell,whole shells up to 2.5",dark Shell Hash25%,Fines(230)3.34%(SV� � ra 5Y-4/1 S . 3 Sample#3,Depth=7.3' w _3g 2 g 2 .' SAND,fine grained,quartz,trace shell Mean(mm):0.17, Phi Sorting:0.73 ❑ �o�:. fragmerds,trace shell hash,trace silt,shell Shell Hash:1%,Fines(230)323%(SP) LL � hash pockets(1.0"x0.5")@ 72'and(1.0"x3.0") a �:a:��, @ 7.8', 1.5"shell fragment @ 7.3',gray �? 5Y-5/1 SP. -38.4 10.4 �� Shelly SAND,little sitt,shell component is some 10 - shell hash, little shell fragments and trace whole � -39.6 11.6 shells up to 2.5",(3.0"X2.5")whole shell @ 8.9', ° ra 5Y-5/1 G . ' SAND,fine grained,quartz,trace shell hash, � trace silt,trace shell fragments up to 1.0", �, (2.0'Sc0.75")shell fragment @ 10.7',olive gray � 5Y-5/2 SP-SM . ' SAND,fine grained,quartz,little shell hash, trace silt,trace shell fragments up to 1.5", i (1.0"x1.5")shell fragment @ 112',gray 15 ¢ 5Y-5/1 SW-SM . m SAND,fine grained,quartz, little silt,trace shell � hash, 1.0"clay pockets @ 14.4'and 15.3", 1.0" a -45.2 172 �� rock fragment @ 15.4',olive gray(5Y-4/2), ° SP-SM . i NNo Recovery. Y � mi -48.0 20.0 ❑ 20 w � End of Boring rc � rc a w ❑ ¢ ❑ rc 0 LLSAJ FORM 1836 MODIFIED FOR THE FLORIDA DEP 25 JUN 02 JUN 04 70 Boring Designation TBVC-07-06 DIVISION INSTALLATION SHEET 1 DRILLING LOG oF � SHEETS 1. PROJECT �^��'� 9, SIZE AND TYPE OF BIT 3.0 In. TopsailBeach Sand Search 10. COORDINATESYSTEM/DATUM �HORIZONTAL �VERTICAL North Carolina North Carolina State Plane I NAD 1983 I NAVD 88 2. BORING DESIGNATION i LOCATION COORDINATES 11. MANUFACTURER'S DESIGNATION OF DRILL Q pUTO HAMMER TBVG07-06 � X=2,406,364 Y=216,577 Pneumatic O MANUAL HAMMER 3. DRILLING AGENCY 'CONTRACTOR FILE NO. 'DISTURBED 'UNDISfURBED(UD) AmericaVibracore, lnc. ; �Z• TbTALSAMPLES i i 4. NAME OF DRILLER 13. TOTAL NUMBER CORE BOXES Fred Kaub 5. DIRECTION OF BORING i DEG.FROM i BEARING �4• ELEVATION GROUND WATER �VERTICAL i�RT�C� i iSfpRTED iCOMPLETED 15. DATE BORING i i Q INCLINED 06-26-07 12:45 06-26-07 12:51 6. THICKNESS OF OVERBURDEN O.O Ft. 16. ELEVATION TOP OF BORING -'I O.4 Ft. 7. DEPTH DRILLED INfO ROCK O.O Ft. ��• TbTAL RECOVERY FOR BORING 9.6 Ft. 18. SIGNATURE AND TITLE OF INSPECTOR 8. TOTAL DEPTH OF BORING 11.6 Ft. � ELEV. DEPTH W CLASSIFICATION OF MATERIALS / �6 REMARKS (k) (k) W Depths antl elevations basetl on measuretl values REC. DQ -10.4 0.0 � mw s,euHam�iar�r�ar�m��.,ai�n��eormeu�a�smma�a>zemm. 0 , Sample#1,Depth=1.5' 1 Mean(mm):0.23, Phi Sorting:0.53 , Shell Hash:1%,Fines(230):1.39%(SP) , SAND,fine grained,quartz,trace shell , fragmerds,trace shell hash,trace silt,shell � fragments up to 1.0",shell hash layers from 3.1' . to 3.3'and 4.4'to 4.5',silt lamina @ 3.3'; (1.0"x1.5')sitt pockets @ 6.0',8.9',and 9.1', Sample#2,Depth=52' ? � (025"X3")shell hash pocket @ 92',shell 2 Mean(mm):0.18, Phi Sorting:0.35 5 � ' ' fragments(3)(1"x.75")@ 4.3'and(1.0"x1.5")@ Shell Hash:1%,Fines(230):0.90%(SP) 0 4.4',(1.0"�.75")rock fragments @ 3.1'and c? 3.7',(2.0"x1.0")whole shell @ 32',gray y ' (5Y-6/1),(SP). o . rc a Sample#3,Depth=9.0' o • 3 Mean(mm):0.21, Phi Sorting:0.46 LL . Shell Hash:1%,Fines(230):123%(SP) 'a -20.0 9.6 • � 10 No Recovery. � -22.0 11.6 0 i ^ End of Boring � 0 U �I i 15 a m ¢ a 0 i w y Y � 0� � 20 � > rc � rc a w ❑ ¢ ❑ rc 0 LLSAJ FORM 1836 MODIFIED FOR THE FLORIDA DEP 25 JUN 02 JUN 04 71 Boring Designation TBVC-07-11 DIVISION INSTALLATION SHEET 1 DRILLING LOG oF � SHEETS 1. PROJECT �^��'� 9, SIZE AND TYPE OF BIT 3.0 In. TopsailBeach Sand Search 10. COORDINATESYSTEM/DATUM �HORIZONTAL �VERTICAL North Carolina North Carolina State Plane I NAD 1983 I NAVD 88 2. BORING DESIGNATION i LOCATION COORDINATES 11. MANUFACTURER'S DESIGNATION OF DRILL Q pUTO HAMMER TBVG07-11 � X=2,406,765 Y=216,129 Pneumatic O MANUAL HAMMER 3. DRILLING AGENCY 'CONTRACTOR FILE NO. 'DISTURBED 'UNDISfURBED(UD) AmericaVibracore, lnc. ; �Z• TbTALSAMPLES i i 4. NAME OF DRILLER 13. TOTAL NUMBER CORE BOXES Fred Kaub 5. DIRECTION OF BORING i DEG.FROM i BEARING �4• ELEVATION GROUND WATER �VERTICAL i�RT�C� i iSfpRTED iCOMPLETED 15. DATE BORING i i Q INCLINED 06-27-07 0925 06-27-07 09:42 6. THICKNESS OF OVERBURDEN O.O Ft. 16. ELEVATION TOP OF BORING -'I6.O Ft. 7. DEPTH DRILLED INfO ROCK O.O Ft. ��• TbTAL RECOVERY FOR BORING 8.3 Ft. 18. SIGNATURE AND TITLE OF INSPECTOR 8. TOTAL DEPTH OF BORING 10.0 Ft. CD ELEV. DEPTH W CLASSIFICATION OF MATERIALS / �6 REMARKS (k) (k) W Depths antl elevations basetl on measuretl values REC. DQ -16.0 0.0 � mw s,euHam�iar�r�ar�m��.,ai�n��eormeu�a�smma�a>zemm. 0 • Sample#1,Depth=4.5' • 1 Mean(mm):0.16, Phi Sorting:0.32 • Shell Hash:1%,Fines(230):127%(SP) SAND,fine grained,quartz,trace shell hash, ,', trace silt,(2)0.75"silt pockets @ 72', (2)025" � , clay pockets @ 7.7',light gray(5Y-7/1),(SP). 5 � • � o . �? Sample#2,Depth=7.0' a, ' 2 Mean(mm):0.17, Phi Sorting:0.38 rc ' Shell Hash:1%,Fines(230):1.44%(SP) w -24.3 8.3 ' ❑ LL 'a No Recovery. �? -26.0 10.0 10 oi End of Boring 0 �i � 0 U �I i 15 a m ¢ a 0 i w y Y � 0� � 20 � > rc � rc a w ❑ ¢ ❑ rc 0 LLSAJ FORM 1836 MODIFIED FOR THE FLORIDA DEP 25 JUN 02 JUN 04 72 Boring Designation TBVC-07-15 DIVISION INSTALLATION SHEET 1 DRILLING LOG oF � SHEETS 1. PROJECT �^��'� 9, SIZE AND TYPE OF BIT 3.0 In. TopsailBeach Sand Search 10. COORDINATESYSTEM/DATUM �HORIZONTAL �VERTICAL North Carolina North Carolina State Plane I NAD 1983 I NAVD 88 2. BORING DESIGNATION i LOCATION COORDINATES 11. MANUFACTURER'S DESIGNATION OF DRILL Q pUTO HAMMER TBVG07-15 � X=2,406,052 Y=215,803 Pneumatic O MANUAL HAMMER 3. DRILLING AGENCY 'CONTRACTOR FILE NO. 'DISTURBED 'UNDISfURBED(UD) AmericaVibracore, lnc. ; �Z• TbTALSAMPLES i i 4. NAME OF DRILLER 13. TOTAL NUMBER CORE BOXES Fred Kaub 5. DIRECTION OF BORING i DEG.FROM i BEARING �4• ELEVATION GROUND WATER �VERTICAL i�RT�C� i iSfpRTED iCOMPLETED 15. DATE BORING i i Q INCLINED 06-28-07 0835 06-28-07 08:45 6. THICKNESS OF OVERBURDEN O.O Ft. 16. ELEVATION TOP OF BORING -�6.6 Ft. 7. DEPTH DRILLED INfO ROCK O.O Ft. ��• TbTAL RECOVERY FOR BORING 8.6 Ft. 18. SIGNATURE AND TITLE OF INSPECTOR 8. TOTAL DEPTH OF BORING 10.0 Ft. CD ELEV. DEPTH W CLASSIFICATION OF MATERIALS / �6 REMARKS (k) (k) W Depths antl elevations basetl on measuretl values REC. DQ -16.6 0.0 � mw s,euHam�iar�r�ar�m��.,ai�n��eormeu�a�smma�a>zemm. 0 . Sample#1,Depth=3.5' , 1 Mean(mm):0.15, Phi Sorting:0.33 • SAND,fine grained,quartz,trace coral,trace Shell Hash:1%,Fines(230):125%(SP) shell fragments,trace shell hash,trace silt,silt • distributed in pockets and laminae,shell hash � . lamina @ 2.0';(1.0"x0.5")shell fragmerit @ 5 � . 82',light gray(5Y-7/1),(SP). � c°� ' Sample#2,Depth=7.1' y ' 2 Mean(mm):0.16, Phi Sorting:0.41 � • Shell Hash:1%,Fines(230):1.63%(SP) a o -25.2 8.6 . . LL a No Recovery. �? -26.6 10.0 10 oi End of Boring 0 �i � 0 U �I i 15 a m ¢ a 0 i w y Y � 0� � 20 � > rc � rc a w ❑ ¢ ❑ rc 0 LLSAJ FORM 1836 MODIFIED FOR THE FLORIDA DEP 25 JUN 02 JUN 04 73 APPENDIX A Section 2 New Topsail Inlet Maintenance Dredging Vibracore Grain Size Distribution �4 vws��es�e: dzsn -a -zzs-z -is -i -os o o.s i is z zs a asa�sa sr�mms�asna: aaso sis a a � io ia io za oa aa so m im nozmzoo Nvarorr��ar ioo 0 90 io ao zo �o ao � so ao ; T m so so W U � ao so ^ e � a 30 �0 � zo ao � io 90 o ioo ioo s io s . ..... ....o.i s o.oi s o.00i Millimelers Gravel Santl Sillantl Clay � Coarse Fine Coarse Metlium Fine � Semple Symbol Ele¢(ft) USCS %Fines %Ort�enice %CeNOneles Metlien Meen Skew Kurt Sort Semple Infortnetion nzm-oas j NewTOpsaillnlel#1 � nz�_p�� 11]0 205 1]6 -1.55 �.44 0]5 ProjeclName'. NewTOpsaillnlelMain�enance0retlgin � CommenLS'. COMPOSITE Analysis0ale'. 10-2�-11 ; Oep�hs antl elevalions basetl on measuretl values Analyzetl By. JCP _ Gahagan &Bry ant Associates of North Camlina Easting(x,ft)�. 295-A N.Green Meadows Dr. Northing(v,fl)�. Wilmington,NC 284053933 � ph 91 0 31 3333 8 Honzontal System�. NA� 1983 � �ttcz�rite�.rts *suavevoas fax91 0 31 3-68 22 Vertical5ystem�. MLW ]5 vws��es�e: dzsn -a -zzs-z -is -i -os o o.s i is z zs a asa�sa sr�mms�asna: aaso sis a a � io ia io za oa aa so m im nozmzoo Nvarorr��ar ioo 0 90 io ao zo �o ao � so ao ; T m so so W U � ao so ^ e � a 30 �0 C � zo ao io 90 o _ ioo ioo s io s ..� ; ... �o.i s o.oi s o.00i Millimelers Gravel Santl Sillantl Clay � Coarse Fine Coarse Metlium Fine � Semple Symbol Ele¢(ft) USCS %Fines %Ort�enice %CeNOneles Metlien Meen Skew Kurt Sort Semple Infortnetion — TB-11-GS-1 _��,� nzm-oas ��,60 215 204 -20� 11]3 Ob2 Pro'eclName'. NewTOpsaillnlelMain�enance0retl in nzro-oas 1 9 � CommenLS'. Analysis0ate'. 10-24-11 ; Oep�hs antl elevalions basetl on measuretl values Analyzetl By. JCP _ Gahagan &Bry ant Associates of North Camlina Easting(x,ft)�. 2,4o4,a44 295-A N.Green Meadows Dr. Northing(v,fl)�. 2n,o96 Wilmington,NC 284053933 � ph 91 0 31 3333 8 Honzontal System�. NA� 1983 � �ttcz�rite�.rts *suavevoas fax91 0 31 3-68 22 Vertical5ystem�. MLW ]6 vws��es�e: dzsn -a -zzs-z -is -i -os o o.s i is z zs a asa�sa sr�mms�asna: aaso sis a a � io ia io za oa aa so m im nozmzoo Nvarorr��ar ioo 0 90 io ao zo �o ao � so ao ; T m so so W U � ao so ^ e � a 30 �0 � zo ao io 90 o ioo ioo 6 io 6 i � �6 � o.i 6 o.oi 6 o.00i Millimelers Gravel Santl Sillantl Clay � Coarse Fine Coarse Metlium Fine � Semple Symbol Ele¢(ft) USCS %Fines %Ort�enice %CeNOneles Metlien Meen Skew Kurt Sort Semple Infortnetion — TB-11-GS-2 _g,g nzm-om ��,60 1.0� 0.6� 0.06 3A2 0.81 Pro'eclName'. NewTOpsaillnlelMain�enance0retl in nzro-om 1 9 � CommenLS'. Analysis0ate'. 10-24-11 ; Oep�hs antl elevalions basetl on measuretl values Analyzetl By. JCP _ Gahagan &Bry ant Associates of North Camlina Easting(x,ft)�. 2,405,259 295-A N.Green Meadows Dr. Northing(v,fl)�. 216,9�4 Wilmington,NC 284053933 � ph 91 0 31 3333 8 Honzontal System�. NA� 1983 � �ttcz�rite�.rts *suavevoas fax91 0 31 3-68 22 Vertical5ystem�. MLW ]] vws��es�e: dzsn -a -zzs-z -is -i -os o o.s i is z zs a asa�sa sr�mms�asna: aaso sis a a � io ia io za oa aa so m im nozmzoo Nvarorr��ar ioo 0 90 io ao zo �o ao � so ao ; T m so so W U � ao so ^ e � a 30 �0 � zo ao io 90 o ioo ioo 6 io 6 , .....6 o.i 6 o.oi 6 o.00i Millimelers Gravel Santl Sillantl Clay � Coarse Fine Coarse Metlium Fine � Semple Symbol Ele¢(ft) USCS %Fines %Ort�enice %CeNOneles Metlien Meen Skew Kurt Sort Semple Infortnetion — TB-11-G53 _�,6 nzm-ois ��,60 1.3 1.1 -1.05 6.43 0.68 Pro'eclName'. NewTOpsaillnlelMain�enance0retl in nzro-ois 1 9 � CommenLS'. Analysis0ate'. 10-24-11 ; Oep�hs antl elevalions basetl on measuretl values Analyzetl By. JCP _ Gahagan &Bry ant Associates of North Camlina Easting(x,ft)�. 2,4o5,4s4 295-A N.Green Meadows Dr. Northing(v,fl)�. 216,��5 Wilmington,NC 284053933 � ph 91 0 31 3333 8 Honzontal System�. NA� 1983 � �ttcz�rite�.rts *suavevoas fax91 0 31 3-68 22 Vertical5ystem�. MLW ]8 vws��es�e: dzsn -a -zzs-z -is -i -os o o.s i is z zs a asa�sa sr�mms�asna: aaso sis a a � io ia io za oa aa so m im nozmzoo Nvarorr��ar ioo 0 90 io ao zo �o ao � so ao ; T m so so W U � ao so d _ � e � " a � 30 �0 � zo ao io 90 o ioo ioo s io s ..... : o.i s o.oi s o.00i Millimelers Gravel Santl Sillantl Clay � Coarse Fine Coarse Metlium Fine � Semple Symbol Ele¢(ft) USCS %Fines %Ort�enice %CeNOneles Metlien Meen Skew Kurt Sort Semple Infortnetion — TB-1I-GSL -6.8 nzm-om ��,60 ib2 1.33 -1.31 �.1� 0.66 Pro'eclName'. NewTOpsaillnlelMain�enance0retl in nzro-om 1 9 � CommenLS'. Analysis0ate'. 10-25-11 ; Oep�hs antl elevalions basetl on measuretl values Analyzetl By. JCP _ Gahagan &Bry ant Associates of North Camlina Easting(x,ft)�. 2,405,�53 295-A N.Green Meadows Dr. Northing(v,fl)�. 216,52� Wilmington,NC 284053933 � ph 91 0 31 3333 8 Honzontal System�. NA� 1983 � �ttcz�rite�.rts *suavevoas fax91 0 31 3-68 22 Vertical5ystem�. MLW ]9 vws��es�e: dzsn -a -zzs-z -is -i -os o o.s i is z zs a asa�sa sr�mms�asna: aaso sis a a � io ia io za oa aa so m im nozmzoo Nvarorr��ar ioo 0 90 io ao zo �o ao � so ao ; T m so so W U � ao so � _ � e � " a 30 �0 � zo � ao io � 90 o ioo 0 ioo 6 io 6 .�...6 . o.i 6 o.oi 6 o.00i Millimelers Gravel Santl Sillantl Clay � Coarse Fine Coarse Metlium Fine � Semple Symbol Ele¢(ft) USCS %Fines %Ort�enice %CeNOneles Metlien Meen Skew Kurt Sort Semple Infortnetion — TB-11-GS-5 -5.5 SP nzm-oao ��,60 1.96 1.95 -0.11 3.18 0.38 Pro'eclName'. NewTOpsaillnlelMain�enance0retl in nzro-oao 1 9 � CommenLS'. Analysis0ate'. 10-25-11 ; Oep�hs antl elevalions basetl on measuretl values Analyzetl By. JCP _ Gahagan &Bry ant Associates of North Camlina Easting(x,ft)�. 2,406,244 295-A N.Green Meadows Dr. Northing(v,fl)�. 216,253 Wilmington,NC 284053933 � ph 91 0 31 3333 8 Honzontal System�. NA� 1983 � �ttcz�rite�.rts *suavevoas fax91 0 31 3-68 22 Vertical5ystem�. MLW 80 vws��es�e: dzsn -a -zzs-z -is -i -os o o.s i is z zs a asa�sa sr�mms�asna: aaso sis a a � io ia io za oa aa so m im nozmzoo Nvarorr��ar ioo 0 90 io ao zo �o ao � so ao ; T m so so W U � ao so ^ e � a 30 �0 � zo ao io 90 o ioo ioo s io s ..:... .�..�o.i s o.oi s o.00i Millimelers Gravel Santl Sillantl Clay � Coarse Fine Coarse Metlium Fine � Semple Symbol Ele¢(ft) USCS %Fines %Ort�enice %CeNOneles Metlien Meen Skew Kurt Sort Semple Infortnetion — TB-11-GS-6 -6.8 SP nzm-ozs ��,60 221 211 -1.56 829 0.4� Pro'eclName'. NewTOpsaillnlelMain�enance0retl in nzro-ozs 1 9 � CommenLS'. Analysis0ate'. 10-25-11 ; Oep�hs antl elevalions basetl on measuretl values Analyzetl By. JCP _ Gahagan &Bry ant Associates of North Camlina Easting(x,ft)�. 2,406,5�1 295-A N.Green Meadows Dr. Northing(v,fl)�. 216,1 a9 Wilmington,NC 284053933 � ph 91 0 31 3333 8 Honzontal System�. NA� 1983 � �ttcz�rite�.rts *suavevoas fax91 0 31 3-68 22 Vertical5ystem�. MLW 81 vws��es�e: dzsn -a -zzs-z -is -i -os o o.s i is z zs a asa�sa sr�mms�asna: aaso sis a a � io ia io za oa aa so m im nozmzoo Nvarorr��ar ioo 0 90 io ao zo �o ao � so ao ; T m so so W U � ao so ^ e � a e 30 �0 �_. � zo ao io 90 � o ioo ioo s io s i s o.i s o.oi s o.00i Millimelers Gravel Santl Sillantl Clay � Coarse Fine Coarse Metlium Fine � Semple Symbol Ele¢(ft) USCS %Fines %Ort�enice %CeNOneles Metlien Meen Skew Kurt Sort Semple Infortnetion — TB-11-GS-� -6] SP nzm-oas ��,60 232 23 -1.38 1252 0.32 Pro'eclName'. NewTOpsaillnlelMain�enance0retl in nzro-oas 1 9 � CommenLS'. Analysis0ate'. 10-25-11 ; Oep�hs antl elevalions basetl on measuretl values Analyzetl By. JCP _ Gahagan &Bry ant Associates of North Camlina Easting(x,ft)�. 2,4os,4a! 295-A N.Green Meadows Dr. Northing(v,fl)�. 216,036 Wilmington,NC 284053933 � ph 91 0 31 3333 8 Honzontal System�. NA� 1983 � �ttcz�rite�.rts *suavevoas fax91 0 31 3-68 22 Vertical5ystem�. MLW 82 vws��es�e: dzsn -a -zzs-z -is -i -os o o.s i is z zs a asa�sa sr�mms�asna: aaso sis a a � io ia io za oa aa so m im nozmzoo Nvarorr��ar ioo 0 90 io ao zo �o ao � so ao ; T m so so W U � ao so ^ e _ r d 30 �0 � zo ao � io 90 o ioo ioo s io s ...� .. o.i s o.oi s o.00i Millimelers Gravel Santl Sillantl Clay � Coarse Fine Coarse Metlium Fine � Semple Symbol Ele¢(ft) USCS %Fines %Ort�enice %CeNOneles Metlien Meen Skew Kurt Sort Semple Infortnetion — TB-11-VB-4#1 -5.0 SP nzm-oao �q,50 211 204 -L29 6.6� 0.4 Pro'eclName'. NewTOpsaillnlelMain�enance0retl in nzro-oao 1 9 � CommenLS'. Analysis0ate'. 10-12-11 ; Oep�hs antl elevalions basetl on measuretl values Analyzetl By. JCP _ Gahagan &Bry ant Associates of North Camlina Easting(x,ft)�. 2,404,400 295-A N.Green Meadows Dr. Northing(v,fl)�. 2n,344 Wilmington,NC 284053933 � ph 91 0 31 3333 8 Honzontal System�. NA� 1983 � �ttcz�rite�.rts *suavevoas fax91 0 31 3-68 22 Vertical5ystem�. MLW 83 vws��es�e: dzsn -a -zzs-z -is -i -os o o.s i is z zs a asa�sa sr�mms�asna: aaso sis a a � io ia io za oa aa so m im nozmzoo Nvarorr��ar ioo 0 90 io ao zo �o ao � so ao ; T m so so W U � ao so ^ e � a 30 �0 � zo ao � io 90 o . .... . ioo ioo s io s i � s � o.i s o.oi s o.00i Millimelers Gravel Santl Sillantl Clay � Coarse Fine Coarse Metlium Fine � Semple Symbol Ele¢(ft) USCS %Fines %Ort�enice %CeNOneles Metlien Meen Skew Kurt Sort Semple Infortnetion — TB-11-VB-4#2 -�p,p gyy nzm-oos �q,50 1.3� 0.91 -024 3.14 0.96 Pro'eclName'. NewTOpsaillnlelMain�enance0retl in nzro-oos 1 9 � CommenLS'. Analysis0ale'. 10-13-11 ; Oep�hs antl elevalions basetl on measuretl values Analyzetl By. JCP _ Gahagan &Bry ant Associates of North Camlina Easting(x,ft)�. 2,404,400 295-A N.Green Meadows Dr. Northing(v,fl)�. 2n,344 Wilmington,NC 284053933 � ph 91 0 31 3333 8 Honzontal System�. NA� 1983 � �ttcz�rite�.rts *suavevoas fax91 0 31 3-68 22 Vertical5ystem�. MLW 84 vws��es�e: dzsn -a -zzs-z -is -i -os o o.s i is z zs a asa�sa sr�mms�asna: aaso sis a a � io ia io za oa aa so m im nozmzoo Nvarorr��ar ioo 0 90 io ao zo �o ao � so ao ; T m so so W U � ao so ^ e � a 30 �0 � zo ao io 90 o - ioo ioo s io s ...� .. o.i s o.oi s o.00i Millimelers Gravel Santl Sillantl Clay � Coarse Fine Coarse Metlium Fine � Semple Symbol Ele¢(ft) USCS %Fines %Ort�enice %CeNOneles Metlien Meen Skew Kurt Sort Semple Infortnetion — TB-11-VB-5#1 _g,0 nzm-oao g�0 211 203 -216 13.16 0.46 Pro'eclName'. NewTOpsaillnlelMain�enance0retl in nzro-oao 1 9 � CommenLS'. Analysis0ate'. 10-24-11 ; Oep�hs antl elevalions basetl on measuretl values Analyzetl By. JCP _ Gahagan &Bry ant Associates of North Camlina Easting(x,ft)�. 2,4o3,5s4 295-A N.Green Meadows Dr. Northing(v,fl)�. 2n,so9 Wilmington,NC 284053933 � ph 91 0 31 3333 8 Honzontal System�. NA� 1983 � �ttcz�rite�.rts *suavevoas fax91 0 31 3-68 22 Vertical5ystem�. MLW 85 vws��es�e: dzsn -a -zzs-z -is -i -os o o.s i is z zs a asa�sa sr�mms�asna: aaso sis a a � io ia io za oa aa so m im nozmzoo Nvarorr��ar ioo 0 90 io ao zo �o ao � so ao ; T m so so W U � ao so ^ e � a 30 �0 � zo ao � io 90 � � o ............._ ioo ioo s io s .:... .�... o.i s o.oi s o.00i Millimelers Gravel Santl Sillantl Clay � Coarse Fine Coarse Metlium Fine � Semple Symbol Ele¢(ft) USCS %Fines %Ort�enice %CeNOneles Metlien Meen Skew Kurt Sort Semple Infortnetion — TB-11-VB-6#1 -10.0 nzm-oio ��,60 215 209 -L26 �.66 OA2 Pro'eclName'. NewTOpsaillnlelMain�enance0retl in nzro-oio 1 9 � CommenLS'. Analysis0ate'. 10-14-11 ; Oep�hs antl elevalions basetl on measuretl values Analyzetl By. JCP _ Gahagan &Bry ant Associates of North Camlina Easting(x,ft)�. 2,4o2,a�o 295-A N.Green Meadows Dr. Northing(v,fl)�. 2n,4�o Wilmington,NC 284053933 � ph 91 0 31 3333 8 Honzontal System�. NA� 1983 � �ttcz�rite�.rts *suavevoas fax91 0 31 3-68 22 Vertical5ystem�. MLW 86 vws��es�e: dzsn -a -zzs-z -is -i -os o o.s i is z zs a asa�sa sr�mms�asna: aaso sis a a � io ia io za oa aa so m im nozmzoo Nvarorr��ar ioo 0 90 io ao zo �o ao � so ao ; T m so so W U � ao so ^ e � a 30 �0 � zo ao � io 90 o . ...._ i o0 ioo 6 io 6 , .....6 o.i 6 o.oi 6 o.00i Millimelers Gravel Santl Sillantl Clay � Coarse Fine Coarse Metlium Fine � Semple Symbol Ele¢(ft) USCS %Fines %Ort�enice %CeNOneles Metlien Meen Skew Kurt Sort Semple Infortnetion — TB-11-VB-6#2 -�q,g nzm-oas ��,60 1.4 0.69 0.3� 222 1.14 Pro'eclName'. NewTOpsaillnlelMain�enance0retl in nzro-oas 1 9 � CommenLS'. Analysis0ate'. 10-14-11 ; Oep�hs antl elevalions basetl on measuretl values Analyzetl By. JCP _ Gahagan &Bry ant Associates of North Camlina Easting(x,ft)�. 2,4o2,a�o 295-A N.Green Meadows Dr. Northing(v,fl)�. 2n,4�o Wilmington,NC 284053933 � ph 91 0 31 3333 8 Honzontal System�. NA� 1983 � �ttcz�rite�.rts *suavevoas fax91 0 31 3-68 22 Vertical5ystem�. MLW 8] vws��es�e: dzsn -a -zzs-z -is -i -os o o.s i is z zs a asa�sa sr�mms�asna: aaso sis a a � io ia io za oa aa so m im nozmzoo Nvarorr��ar ioo 0 90 io ao zo �o ao � so ao ; T m so so W U � ao so ^ e � a 30 �0 � zo ao � io 90 � o = ioo ioo s io s ..... � o.i s o.oi s o.00i Millimelers Gravel Santl Sillantl Clay � Coarse Fine Coarse Metlium Fine � Semple Symbol Ele¢(ft) USCS %Fines %Ort�enice %CeNOneles Metlien Meen Skew Kurt Sort Semple Infortnetion — TB-11-VB-�#1 _�,0 nzm-oss ��,50 1.83 1.32 -0.55 32� 1.1 Pro'eclName'. NewTOpsaillnlelMain�enance0retl in nzro-oss 1 9 � CommenLS'. Analysis0ate'. 10-14-11 ; Oep�hs antl elevalions basetl on measuretl values Analyzetl By. JCP _ Gahagan &Bry ant Associates of North Camlina Easting(x,ft)�. 2,4o2p24 295-A N.Green Meadows Dr. Northing(v,fl)�. 2n,452 Wilmington,NC 284053933 � ph 91 0 31 3333 8 Honzontal System�. NA� 1983 � �ttcz�rite�.rts *suavevoas fax91 0 31 3-68 22 Vertical5ystem�. MLW 88 vws��es�e: dzsn -a -zzs-z -is -i -os o o.s i is z zs a asa�sa sr�mms�asna: aaso sis a a � io ia io za oa aa so m im nozmzoo Nvarorr��ar ioo 0 90 io ao zo �o ao � so ao ; T m so so W U � ao so ^ e � a 30 �0 � � zo ao � io 90 o ioo ioo s io s . ..... .l.�o.i s o.oi s o.00i Millimelers Gravel Santl Sillantl Clay � Coarse Fine Coarse Metlium Fine � Semple Symbol Ele¢(ft) USCS %Fines %Ort�enice %CeNOneles Metlien Meen Skew Kurt Sort Semple Infortnetion — TB-11-VB-�#2 -g,g nzm-ozs ��,50 205 1.89 -1]i �]1 0.66 Pro'eclName'. NewTOpsaillnlelMain�enance0retl in nzro-ozs 1 9 � CommenLS'. Analysis0ate'. 10-14-11 ; Oep�hs antl elevalions basetl on measuretl values Analyzetl By. JCP _ Gahagan &Bry ant Associates of North Camlina Easting(x,ft)�. 2,4o2p24 295-A N.Green Meadows Dr. Northing(v,fl)�. 2n,452 Wilmington,NC 284053933 � ph 91 0 31 3333 8 Honzontal System�. NA� 1983 � �ttcz�rite�.rts *suavevoas fax91 0 31 3-68 22 Vertical5ystem�. MLW 89 vws��es�e: dzsn -a -zzs-z -is -i -os o o.s i is z zs a asa�sa sr�mms�asna: aaso sis a a � io ia io za oa aa so m im nozmzoo Nvarorr��ar ioo 0 90 io ao zo �o ao � so ao ; T m so so W U � ao so ^ e � a 30 �0 � zo ao io 90 o ioo ioo s io s :.: ; .�.�o.i s o.oi s o.00i Millimelers Gravel Santl Sillantl Clay � Coarse Fine Coarse Metlium Fine � Semple Symbol Ele¢(ft) USCS %Fines %Ort�enice %CeNOneles Metlien Meen Skew Kurt Sort Semple Infortnetion — TB-11-VB-8#1 -6.1 SP nzm-oio �� g0 22 215 -1.14 6A2 0.38 Pro'eclName'. NewTOpsaillnlelMain�enance0retlin nzro-oio 1 9 � CommenLS'. Analysis0ate'. 10-14-11 ; Oep�hs antl elevalions basetl on measuretl values Analyzetl By. JCP _ Gahagan &Bry ant Associates of North Camlina Easting(x,ft)�. 2,401,553 295-A N.Green Meadows Dr. Northing(v,fl)�. 21a,1 os Wilmington,NC 284053933 � ph 91 0 31 3333 8 Honzontal System�. NA� 1983 � �ttcz�rite�.rts *suavevoas fax91 0 31 3-68 22 Vertical5ystem�. MLW 90 vws��es�e: dzsn -a -zzs-z -is -i -os o o.s i is z zs a asa�sa sr�mms�asna: aaso sis a a � io ia io za oa aa so m im nozmzoo Nvarorr��ar ioo 0 90 io ao zo �o ao � so ao ; T m so so W U � ao so ^ e � a 30 �0 � zo ao io 90 � o .._ ..._.. ioo ioo s io s i .: .. o.i s o.oi s o.00i Millimelers Gravel Santl Sillantl Clay � Coarse Fine Coarse Metlium Fine � Semple Symbol Ele¢(ft) USCS %Fines %Ort�enice %CeNOneles Metlien Meen Skew Kurt Sort Semple Infortnetion — TB-11-VB-8#2 -13.5 nzm-oso ��,g0 1.36 1.11 0.59 3.58 0.69 Pro'eclName'. NewTOpsaillnlelMain�enance0retl in nzro-oso 1 9 � CommenLS'. Analysis0ate'. 10-14-11 ; Oep�hs antl elevalions basetl on measuretl values Analyzetl By. JCP _ Gahagan &Bry ant Associates of North Camlina Easting(x,ft)�. 2,401,553 295-A N.Green Meadows Dr. Northing(v,fl)�. 21a,1 os Wilmington,NC 284053933 � ph 91 0 31 3333 8 Honzontal System�. NA� 1983 � �ttcz�rite�.rts *suavevoas fax91 0 31 3-68 22 Vertical5ystem�. MLW 91 vws��es�e: dzsn -a -zzs-z -is -i -os o o.s i is z zs a asa�sa sr�mms�asna: aaso sis a a � io ia io za oa aa so m im nozmzoo Nvarorr��ar ioo 0 90 io ao zo �o ao � so ao ; T m so so W U � ao so ^ e � a 30 �0 � � � zo .�'.� ao io 90 o ... . . . ioo ioo s io s i � � s � o.i s o.oi s o.00i Millimelers Gravel Santl Sillantl Clay � Coarse Fine Coarse Metlium Fine � Semple Symbol Ele¢(ft) USCS %Fines %Ort�enice %CeNOneles Metlien Meen Skew Kurt Sort Semple Infortnetion — TB-11-VB-9#1 _p,g nzm-oao gp0 1.99 1]6 -1.69 6.8 0]5 Pro'eclName'. NewTOpsaillnlelMain�enance0retl in nzro-oao 1 9 � CommenLS'. Analysis0ale'. 10-13-11 ; Oep�hs antl elevalions basetl on measuretl values Analyzetl By. JCP _ Gahagan &Bry ant Associates of North Camlina Easting(x,ft)�. 2,401,�36 295-A N.G�een Meadows D�. Northing(V,ft)'. 219,385 Wilmington,NC 284053933 � ph 91 0 31 3333 8 Honzontal System�. NA� 1983 � �ttcz�rite�.rts *suavevoas fax91 0 31 3-68 22 Vertical5ystem�. MLW 92 vws��es�e: dzsn -a -zzs-z -is -i -os o o.s i is z zs a asa�sa sr�mms�asna: aaso sis a a � io ia io za oa aa so m im nozmzoo Nvarorr��ar ioo 0 90 io ao zo �o ao � so ao ; T m so so W U � ao so — e _ ^ r d 30 �0 � zo ao io 90 o ioo ioo s io s ..� � � o.i s o.oi s o.00i Millimelers Gravel Santl Sillantl Clay � Coarse Fine Coarse Metlium Fine � Semple Symbol Ele¢(ft) USCS %Fines %Ort�enice %CeNOneles Metlien Meen Skew Kurt Sort Semple Infortnetion — TB-11-VB-9#2 -5.0 SP nzm-oso gp0 212 202 -244 13.6 0.5 Pro'eclName'. NewTOpsaillnlelMain�enance0retl in nzro-oso 1 9 � CommenLS'. Analysis0ale'. 10-13-11 ; Oep�hs antl elevalions basetl on measuretl values Analyzetl By. JCP _ Gahagan &Bry ant Associates of North Camlina Easting(x,ft)�. 2,401,�36 295-A N.G�een Meadows D�. Northing(V,ft)'. 219,385 Wilmington,NC 284053933 � ph 91 0 31 3333 8 Honzontal System�. NA� 1983 � �ttcz�rite�.rts *suavevoas fax91 0 31 3-68 22 Vertical5ystem�. MLW 93 vws��es�e: dzsn -a -zzs-z -is -i -os o o.s i is z zs a asa�sa sr�mms�asna: aaso sis a a � io ia io za oa aa so m im nozmzoo Nvarorr��ar ioo 0 90 io ao zo �o ao � so ao ; T m so so W U � ao so ^ e � a 30 �0 � zo ao � io 90 o _ ioo ioo s io s .: ; �� o.i s o.oi s o.00i Millimelers Gravel Santl Sillantl Clay � Coarse Fine Coarse Metlium Fine � Semple Symbol Ele¢(ft) USCS %Fines %Ort�enice %CeNOneles Metlien Meen Skew Kurt Sort Semple Infortnetion — TB-11-VB-10#1 -p,� nzm-oao �0.10 211 1.9� -204 10&2 0.6 Pro'eclName'. NewTOpsaillnlelMain�enance0retl in nzro-oao 1 9 � CommenLS'. Analysis0ate'. 10-24-11 ; Oep�hs antl elevalions basetl on measuretl values Analyzetl By. JCP _ Gahagan &Bry antAssociates of North Camlina Easting(x,ft)�. 2,4o2,i69 295-A N.Green Meadows Dr. Northing(v,fl)�. 22op2a Wilmington,NC 284053933 � ph 91 0 31 3333 8 Honzontal System�. NA� 1983 � �ttcz�rite�.rts *suavevoas fax91 0 31 3-68 22 Vertical5ystem�. MLW 94 vws��es�e: dzsn -a -zzs-z -is -i -os o o.s i is z zs a asa�sa sr�mms�asna: aaso sis a a � io ia io za oa aa so m im nozmzoo Nvarorr��ar ioo 0 90 io ao zo �o ao � so ao ; T m so so W U � ao so ^ e � a 30 �0 � zo ao io 90 o ioo 0 ioo 6 io 6 i —. 6 . ..o.i 6 o.oi 6 o.00i Millimelers Gravel Santl Sillantl Clay � Coarse Fine Coarse Metlium Fine � Semple Symbol Ele¢(ft) USCS %Fines %Ort�enice %CeNOneles Metlien Meen Skew Kurt Sort Semple Infortnetion — TB-11-VB-11 #1 -5.5 SP nzm-ozs �,30 233 228 -202 16.85 0.33 Pro'eclName'. NewTOpsaillnlelMain�enance0retlin nzro-ozs 1 9 � CommenLS'. Analysis0ate'. 10-12-11 ; Oep�hs antl elevalions basetl on measuretl values Analyzetl By. JCP _ Gahagan &Bry ant Associates of North Camlina Easting(x,ft)�. 2,4o2,a63 295-A N.Green Meadows Dr. Northing(v,fl)�. 220,510 Wilmington,NC 284053933 � ph 91 0 31 3333 8 Honzontal System�. NA� 1983 � �ttcz�rite�.rts *suavevoas fax91 0 31 3-68 22 Vertical5ystem�. MLW 95 vws��es�e: dzsn -a -zzs-z -is -i -os o o.s i is z zs a asa�sa sr�mms�asna: aaso sis a a � io ia io za oa aa so m im nozmzoo Nvarorr��ar ioo 0 90 io ao zo �o ao � so ao ; T m so so W U � ao so ^ e � a 30 �0 � zo ao � io 90 o . .. . . ..... i o0 ioo s io s . ..... o.i s o.oi s o.00i Millimelers Gravel Santl Sillantl Clay � Coarse Fine Coarse Metlium Fine � Semple Symbol Ele¢(ft) USCS %Fines %Ort�enice %CeNOneles Metlien Meen Skew Kurt Sort Semple Infortnetion — TB-11-VB-11 #2 -132 nzm-aos �,30 22� 1.81 -1.46 6.46 0.98 Pro'eclName'. NewTOpsaillnlelMain�enance0retlin nzan-zzs 1 9 � CommenLS'. Analysis0ale'. 10-13-11 ; Oep�hs antl elevalions basetl on measuretl values Analyzetl By. JCP _ Gahagan &Bry ant Associates of North Camlina Easting(x,ft)�. 2,4o2,a63 295-A N.Green Meadows Dr. Northing(v,fl)�. 220,510 Wilmington,NC 284053933 � ph 91 0 31 3333 8 Honzontal System�. NA� 1983 � �ttcz�rite�.rts *suavevoas fax91 0 31 3-68 22 Vertical5ystem�. MLW 96 vws��es�e: dzsn -a -zzs-z -is -i -os o o.s i is z zs a asa�sa sr�mms�asna: aaso sis a a � io ia io za oa aa so m im nozmzoo Nvarorr��ar ioo 0 90 io ao zo �o ao � so ao ; T m so so W U � ao so ^ e � a 30 �0 o � � zo ao io 90 � o _ � ioo ioo s io s i � s o.i s o.oi s o.00i Millimelers Gravel Santl Sillantl Clay � Coarse Fine Coarse Metlium Fine � Semple Symbol Ele¢(ft) USCS %Fines %Ort�enice %CeNOneles Metlien Meen Skew Kurt Sort Semple Infortnetion — TB-11-VB-12#1 -p,g gp nzm-oao �,50 213 203 -1.8 10.39 0.5� Pro'eclName'. NewTOpsaillnlelMain�enance0retl in nzro-oao 1 9 � CommenLS'. Analysis0ate'. 10-24-11 ; Oep�hs antl elevalions basetl on measuretl values Analyzetl By. JCP _ Gahagan &Bry ant Associates of North Camlina Easting(x,ft)�. 2,403,501 295-A N.Green Meadows Dr. Northing(v,fl)�. 220,5�� Wilmington,NC 284053933 � ph 91 0 31 3333 8 Honzontal System�. NA� 1983 � �ttcz�rite�.rts *suavevoas fax91 0 31 3-68 22 Vertical5ystem�. MLW 9] vws��es�e: dzsn -a -zzs-z -is -i -os o o.s i is z zs a asa�sa sr�mms�asna: aaso sis a a � io ia io za oa aa so m im nozmzoo Nvarorr��ar ioo 0 90 io ao zo �o ao � so ao ; T m so so W U � ao so ^ e � a 30 �0 � zo � ao � io 90 o _ ioo ioo s io s i . � .:...o.i s o.oi s o.00i Millimelers Gravel Santl Sillantl Clay � Coarse Fine Coarse Metlium Fine � Semple Symbol Ele¢(ft) USCS %Fines %Ort�enice %CeNOneles Metlien Meen Skew Kurt Sort Semple Infortnetion — TB-11-VB-13#1 -g,3 nzm-ozo �,�0 1.95 1.81 -1.68 8.5� 0.62 Pro'eclName'. NewTOpsaillnlelMain�enance0retl in nzro-om 1 9 � CommenLS'. Analysis0ate'. 10-24-11 ; Oep�hs antl elevalions basetl on measuretl values Analyzetl By. JCP _ Gahagan &Bry ant Associates of North Camlina Easting(x,ft)�. 2,403,646 295-A N.Green Meadows Dr. Northing(v,fl)�. 220,1�a Wilmington,NC 284053933 � ph 91 0 31 3333 8 Honzontal System�. NA� 1983 � �ttcz�rite�.rts *suavevoas fax91 0 31 3-68 22 Vertical5ystem�. MLW 98 vws��es�e: dzsn -a -zzs-z -is -i -os o o.s i is z zs a asa�sa sr�mms�asna: aaso sis a a � io ia io za oa aa so m im nozmzoo Nvarorr��ar ioo 0 90 io ao zo �o ao � so ao ; T m so so W U � ao so ^ e � a 30 �0 � zo ao � io 90 o ioo ioo s io s ..:: o.i s o.oi s o.00i Millimelers Gravel Santl Sillantl Clay � Coarse Fine Coarse Metlium Fine � Semple Symbol Ele¢(ft) USCS %Fines %Ort�enice %CeNOneles Metlien Meen Skew Kurt Sort Semple Infortnetion — TB-11-VB-14#1 -3.0 nzm-000 �,g0 232 213 -L28 1145 0.49 Pro'eclName'. NewTOpsaillnlelMain�enance0retl in nzro-000 1 9 � CommenLS'. Analysis0ate'. 10-24-11 ; Oep�hs antl elevalions basetl on measuretl values Analyzetl By. JCP _ Gahagan &Bry ant Associates of North Camlina Easting(x,ft)�. 2,4o4p25 295-A N.Green Meadows Dr. Northing(v,fl)�. 22o,ss4 Wilmington,NC 284053933 � ph 91 0 31 3333 8 Honzontal System�. NA� 1983 � �ttcz�rite�.rts *suavevoas fax91 0 31 3-68 22 Vertical5ystem�. MLW 99 vws��es�e: dzsn -a -zzs-z -is -i -os o o.s i is z zs a asa�sa sr�mms�asna: aaso sis a a � io ia io za oa aa so m im nozmzoo Nvarorr��ar ioo 0 90 io ao zo �o ao � so ao ; T m so so W U � ao so ^ e � a 30 �0 � zo ao io 90 o ioo ioo s io s : ..... ; .��o.i s o.oi s o.00i Millimelers Gravel Santl Sillantl Clay � Coarse Fine Coarse Metlium Fine � Semple Symbol Ele¢(ft) USCS %Fines %Ort�enice %CeNOneles Metlien Meen Skew Kurt Sort Semple Infortnetion — TB-11-VB-15#1 -�,� nzm-oao p3.40 1.99 1.56 -1.31 Q25 1.0� Pro'eclName'. NewTOpsaillnlelMain�enance0retl in nzro-oao 1 9 � CommenLS'. Analysis0ate'. 10-24-11 ; Oep�hs antl elevalions basetl on measuretl values Analyzetl By. JCP _ Gahagan &Bry ant Associates of North Camlina Easting(x,ft)�. 2,405,451 295-A N.Green Meadows Dr. Northing(v,fl)�. 221,1 os Wilmington,NC 284053933 � ph 91 0 31 3333 8 Honzontal System�. NA� 1983 � �ttcz�rite�.rts *suavevoas fax91 0 31 3-68 22 Vertical5ystem�. MLW 100 vws��es�e: dzsn -a -zzs-z -is -i -os o o.s i is z zs a asa�sa sr�mms�asna: aaso sis a a � io ia io za oa aa so m im nozmzoo Nvarorr��ar ioo 0 90 io ao zo �o ao � so ao ; T m so so W U � ao so ^ e � a 30 �0 � zo ao io 90 o ioo ioo s io s ..... o.i s o.oi s o.00i Millimelers Gravel Santl Sillantl Clay � Coarse Fine Coarse Metlium Fine � Semple Symbol Ele¢(ft) USCS %Fines %Ort�enice %CeNOneles Metlien Meen Skew Kurt Sort Semple Infortnetion — TB-11-VB-15#2 -�q,0 nzm-ozs p3.40 0.6 029 0.09 24� 1.06 Pro'eclName'. NewTOpsaillnlelMain�enance0retl in nzro-ozs 1 9 � CommenLS'. Analysis0ate'. 10-24-11 ; Oep�hs antl elevalions basetl on measuretl values Analyzetl By. JCP _ Gahagan &Bry ant Associates of North Camlina Easting(x,ft)�. 2,405,451 295-A N.Green Meadows Dr. Northing(v,fl)�. 221,1 os Wilmington,NC 284053933 � ph 91 0 31 3333 8 Honzontal System�. NA� 1983 � �ttcz�rite�.rts *suavevoas fax91 0 31 3-68 22 Vertical5ystem�. MLW 101 PHISieveSrzes -025-0 3 -2252 -05 -0 -05 0 05 1 15 2 25 3 353]5A ShntlartlSieveSVas 3/A59 5/16 A 5 ] 10 1A 18 25 35 0.5 60 80 1]fl 1]0]f10]30 NYtlmme�er 100 0 90 10 80 20 ]0 30 v Q 60 40 � � m m 50 � 50 � m U � 40 60 ^ a 30 ]0 20 80 0 10 90 � 0 � � 100 100 5 10 5 1 5 0 1 5 0 01 5 0 001 Millimeters � Grzvel Sand � 5tltand Clay Coarse Fine Coarse Medium Fine Sample Symbol Elev.(ft) USCS %Fines %Organics %Carbonffies Median Mean Skew Kurt Sort SamplelnNrtnafion � TBVGO]-02#1 -295 SP �p_2pp 2]6 265 �.13 258 0]2 PmjectName�. TopsailBeachSandSearch o' Commerits: AnalysisDate�. � Depthsandelevffiionsbasedonmeasuredvalues AnalyzedBy: �, �..��r. Coastal Planning&Engineering Easting(X ft)�. 2,40�,685 2481 NW Boca Raton Blvd, Boca Raton Northing(V,ft)�. 216,446 � FL33431 'a ph (561) 391-8102 Horrzontal System�. NAD 1983 � fm�(561)391-9116 VeRicalSystem�. NAVD88 102 PHISieveSrzes -025-0 3 -2252 -05 -0 -05 0 05 1 15 2 25 3 353]5A ShntlartlSieveSVas 3/A59 5/16 A 5 ] 10 1A 18 25 35 0.5 60 80 1]fl 1]0]f10]30 NYtlmme�er 100 0 90 10 80 20 ]0 30 v Q 60 40 � � m 50 50 m U � 40 60 ^ a 30 ]0 20 80 r 10 90 0 � �' 6 0 ... ' : . 100 '�i 100 5 10 5 1 � 5 0 1 � � 5 0 01 5 0 001 � Millimetars Grzvel Sand � 5tltand Clay Coarse Fine Coarse Medium Fine Sample Symbol Elev.(ft) USCS %Fines %Organics %Carbonffies Median Mean Skew Kurt Sort SamplelnNrtnafion � TBVGO]-02#2 -335 SP �p_ypy 285 2]2 -33] 1]43 0]5 PmjectName�. TopsailBeachSandSearch o' Commerits: AnalysisDate�. 0]-22-0] � Depthsandelevffiionsbasedonmeasuredvalues AnalyzedBy: KD �, �..��r. Coastal Planning&Engineering Easting(X ft)�. 2,40�,685 2481 NW Boca Raton Blvd, Boca Raton Northing(V,ft)�. 216,446 � FL33431 'a ph (561) 391-8102 Horrzontal System�. NAD 1983 � fm�(561)391-9116 VeRicalSystem�. NAVD88 103 PHISieveSrzes -025-0 3 -2252 -05 -0 -05 0 05 1 15 2 25 3 353]5A ShntlartlSieveSVas 3/A59 5/16 A 5 ] 10 1A 18 25 35 0.5 60 80 1]fl 1]0]f10]30 NYtlmme�er 100 0 90 10 80 20 ]0 30 v Q 60 40 � � m 50 50 m U � 40 60 o � � � � m LL � d 30 ]0 20 80 10 90 � 0 � - 100 100 5 10 5 1 5 0 1 � 5 0 01 5 0 001 Millimeters � Grzvel Sand � 5tltand Clay Coarse Fine Coarse Medium Fine Sample Symbol Elev.(ft) USCS %Fines %Organics %Carbonffies Median Mean Skew Kurt Sort SamplelnNrtnafion � TBVGO]-02#3 -353 SP �p_3q 2] 2S5 -324 1821 0]3 PmjectName�. TopsailBeachSandSearch o' Commerits: AnalysisDate�. 0]-18-0] � Depthsandelevffiionsbasedonmeasuredvalues AnalyzedBy: PB �, �..��r. Coastal Planning&Engineering Easting(X ft)�. 2,40�,685 2481 NW Boca Raton Blvd, Boca Raton Northing(V,ft)�. 216,446 � FL33431 'a ph (561) 391-8102 Horrzontal System�. NAD 1983 � fm�(561)391-9116 VeRicalSystem�. NAVD88 104 PHISieveSrzes -025-0 3 -2252 -05 -0 -05 0 05 1 15 2 25 3 353]5A ShntlartlSieveSVas 3/A59 5/16 A 5 ] 10 1A 18 25 35 0.5 60 80 1]fl 1]0]f10]30 NYtlmme�er 100 0 90 10 80 20 ]0 30 v Q 60 40 � � m 50 50 m U � 40 60 ^ a 30 ]0 20 80 10 90 � 0 � � 100 100 5 10 � 5 1 �5 01 5 001 5 0001 Millimeters � Grzvel Sand � 5tltand Clay Coarse Fine Coarse Medium Fine Sample Symbol Elev.(ft) USCS %Fines %Organics %Carbonffies Median Mean Skew Kurt Sort SamplelnNrtnafion � TBVGO]-02#4 -344 SW �o-33a -086 031 185 242 PmjectName�. TopsailBeachSandSearch o' Commerits: AnalysisDate�. 0]-18-0] � Depthsandelevffiionsbasedonmeasuredvalues AnalyzedBy: PB �, �..��r. Coastal Planning&Engineering Easting(X ft)�. 2,40�,685 2481 NW Boca Raton Blvd, Boca Raton Northing(V,ft)�. 216,446 � FL33431 'a ph (561) 391-8102 Horrzontal System�. NAD 1983 � fm�(561)391-9116 VeRicalSystem�. NAVD88 105 PHISieveSrzes -025-0 3 -2252 -05 -0 -05 0 05 1 15 2 25 3 353]5A ShntlartlSieveSVas 3/A59 5/16 A 5 ] 10 1A 18 25 35 0.5 60 80 1]fl 1]0]f10]30 NYtlmme�er 100 0 90 10 80 20 ]0 30 v Q 60 40 � � m 50 50 m U � 40 60 ^ a 30 ]0 20 80 10 90 � 0 � � 100 100 5 10 5 1 �5 01 5 001 5 0001 Millimeters � Grzvel Sand � 5tltand Clay Coarse Fine Coarse Medium Fine Sample Symbol Elev.(ft) USCS %Fines %Organics %Carbonffies Median Mean Skew Kurt Sort SamplelnNrtnafion � TBVGO]-06#1 -119 SP �p_jjg 222 215 -12 ].1 OS3 PmjectName�. TopsailBeachSandSearch o' Commerits: AnalysisDate�. 0]-26-0] � Depthsandelevffiionsbasedonmeasuredvalues AnalyzedBy: ST �, �..��r. Coastal Planning&Engineering Easting(X ft)�. 2,406,364 2481 NW Boca Raton Blvd, Boca Raton Northing(V,ft)�. 216,Sn � FL33431 'a ph (561) 391-8102 Horrzontal System�. NAD 1983 � fm�(561)391-9116 VeRicalSystem�. NAVD88 106 PHISieveSrzes -025-0 3 -2252 -05 -0 -05 0 05 1 15 2 25 3 353]5A ShntlartlSieveSVas 3/A59 5/16 A 5 ] 10 1A 18 25 35 0.5 60 80 1]fl 1]0]f10]30 NYtlmme�er 100 0 90 10 80 20 ]0 30 v Q 60 40 � � m 50 50 m U � 40 60 ^ a 30 ]0 20 80 10 90 � 6� 0 ° �...... 100 '�i 100 5 10 5 1 5 ��01 5 001 5 0001 � Millimetars Grzvel Sand � 5tltand Clay Coarse Fine Coarse Medium Fine Sample Symbol Elev.(ft) USCS %Fines %Organics %Carbonffies Median Mean Skew Kurt Sort SamplelnNrtnafion � TBVGO]-06#2 -15.6 SP �jo-o5o 2S4 2S1 -043 534 035 PmjectName�. TopsailBeachSandSearch o' Commerits: AnalysisDate�. OF2]-0] � Depthsandelevffiionsbasedonmeasuredvalues AnalyzedBy: KWMR �, �..��r. Coastal Planning&Engineering Easting(X ft)�. 2,406,364 2481 NW Boca Raton Blvd, Boca Raton Northing(V,ft)�. 216,Sn � FL33431 'a ph (561) 391-8102 Horrzontal System�. NAD 1983 � fm�(561)391-9116 VeRicalSystem�. NAVD88 10] PHISieveSrzes -025-0 3 -2252 -05 -0 -05 0 05 1 15 2 25 3 353]5A ShntlartlSieveSVas 3/A59 5/16 A 5 ] 10 1A 18 25 35 0.5 60 80 1]fl 1]0]f10]30 NYtlmme�er 100 0 90 10 80 20 ]0 30 v Q 60 40 � � m 50 50 m U � 40 60 ^ a 30 ]0 20 80 6 0 10 ; '.,. 90 � 0 � 100 100 5 10 5 1 � 5 0 1 5 0 01 5 0 001 Millimeters � Grzvel Sand � 5tltand Clay Coarse Fine Coarse Medium Fine Sample Symbol Elev.(ft) USCS %Fines %Organics %Carbonffies Median Mean Skew Kurt Sort SamplelnNrtnafion � TBVGO]-06#3 -194 SP �p_jq 228 225 -1.1] ]91 046 PmjeaName�. TopsailBeachSandSearch o' Commerits: AnalysisDate�. 0]-22-0] � Depthsandelevffiionsbasedonmeasuredvalues AnalyzedBy: PB �, �..��r. Coastal Planning&Engineering Easting(X ft)�. 2,406,364 2481 NW Boca Raton Blvd, Boca Raton Northing(V,ft)�. 216,Sn � FL33431 'a ph (561) 391-8102 Horrzontal System�. NAD 1983 � fm�(561)391-9116 VeRicalSystem�. NAVD88 108 PHISieveSrzes -025-0 3 -2252 -05 -0 -05 0 05 1 15 2 25 3 353]5A ShntlartlSieveSVas 3/A59 5/16 A 5 ] 10 1A 18 25 35 0.5 60 80 1]fl 1]0]f10]30 NYtlmme�er 100 0 90 10 80 20 ]0 30 v Q 60 40 � � m F T � o — ° � m 50 50 � m U � 40 60 ^ a 30 ]0 20 80 10 90 � 6 0 .... ..... _ . 100 '� 100 5 10 5 1 5 0 1 5 0 01 5 0 001 Millimeters � Grzvel Sand � 5tltand Clay Coarse Fine Coarse Medium Fine Sample Symbol Elev.(ft) USCS %Fines %Organics %Carbonffies Median Mean Skew Kurt Sort SamplelnNrtnafion � TBVGO]-11#1 -205 SP �p_j� 263 2.6 -0.6 886 032 P�jeaName�. TopsailBeachSandSearch o' Commerits: AnalysisDate�. 0]-22-0] � Depthsandelevffiionsbasedonmeasuredvalues AnalyzedBy: PB �, �..��r. Coastal Planning&Engineering Easting(X ft)�. 2,406,�65 2481 NW Boca Raton Blvd, Boca Raton Northing(V,ft)�. 216129 � FL33431 'a ph (561) 391-8102 Horrzontal System�. NAD 1983 � fm�(561)391-9116 VeRicalSystem�. NAVD88 109 PHISieveSrzes -025-0 3 -2252 -05 -0 -05 0 05 1 15 2 25 3 353]5A ShntlartlSieveSVas 3/A59 5/16 A 5 ] 10 1A 18 25 35 0.5 60 80 1]fl 1]0]f10]30 NYtlmme�er 100 0 90 10 80 20 ]0 30 v Q 60 40 � � m 50 50 m U � 40 60 ^ a 30 ]0 5i 0 20 ...E° �'.. 80 10 90 � 0 � 100 100 5 10 5 1 5 0 1 5 0 01 5 0 001 Millimeters � Grzvel Sand � 5tltand Clay Coarse Fine Coarse Medium Fine Sample Symbol Elev.(ft) USCS %Fines %Organics %Carbonffies Median Mean Skew Kurt Sort SamplelnNrtnafion � TBVGO]-11#2 -23D SP �p_jpy 2.6 2S4 -2.18 2019 038 PmjectName�. TopsailBeachSandSearch o' Commerits: AnalysisDate�. 0]-15-0] � Depthsandelevffiionsbasedonmeasuredvalues AnalyzedBy: KD �, �..��r. Coastal Planning&Engineering Easting(X ft)�. 2,406,�65 2481 NW Boca Raton Blvd, Boca Raton Northing(V,ft)�. 216129 � FL33431 'a ph (561) 391-8102 Horrzontal System�. NAD 1983 � fm�(561)391-9116 VeRicalSystem�. NAVD88 110 PHISieveSrzes -025-0 3 -2252 -05 -0 -05 0 05 1 15 2 25 3 353]5A ShntlartlSieveSVas 3/A59 5/16 A 5 ] 10 1A 18 25 35 0.5 60 80 1]fl 1]0]f10]30 NYtlmme�er 100 0 90 10 80 20 ]0 30 v m m m Q g 60 40 � � m F T � o — ° � m 50 50 � m U � 40 60 ^ a 30 ]0 5i 0 20 80 6 0 10 90 � 6 0 .... ........ . ,,' 100 100 5 10 5 1 5 0 1 5 0 01 5 0 001 Millimeters � Grzvel Sand � 5tltand Clay Coarse Fine Coarse Medium Fine Sample Symbol Elev.(ft) USCS %Fines %Organics %Carbonffies Median Mean Skew Kurt Sort SamplelnNrtnafion � TBVGO]-15#1 -20.1 SP �p_j� 2]1 269 -1]2 22]4 033 P�jeaName�. TopsailBeachSandSearch o' Commerits: AnalysisDate�. 0]-16-0] � Depthsandelevffiionsbasedonmeasuredvalues AnalyzedBy: JG �, �..��r. Coastal Planning&Engineering Easting(X ft)�. 2,406,052 2481 NW Boca Raton Blvd, Boca Raton Northing(V,ft)�. 215,803 � FL33431 'a ph (561) 391-8102 Horrzontal System�. NAD 1983 � fm�(561)391-9116 VeRicalSystem�. NAVD88 111 PHISieveSrzes -025-0 3 -2252 -05 -0 -05 0 05 1 15 2 25 3 353]5A ShntlartlSieveSVas 3/A59 5/16 A 5 ] 10 1A 18 25 35 0.5 60 80 1]fl 1]0]f10]30 NYtlmme�er 100 0 90 10 80 20 ]0 30 v m m m Q g 60 40 � � m 50 50 m U � 40 60 ^ a 30 ]0 20 80 0 10 90 � 0 � � 100 100 5 10 5 1 5 0 1 5 0 01 5 0 001 Millimeters � Grzvel Sand � 5tltand Clay Coarse Fine Coarse Medium Fine Sample Symbol Elev.(ft) USCS %Fines %Organics %Carbonffies Median Mean Skew Kurt Sort SamplelnNrtnafion � TBVGO]-15#2 -23] SP �p_jp 268 264 -346 4144 041 PmjectName�. TopsailBeachSandSearch o' Commerits: AnalysisDate�. 0]-16-0] � Depthsandelevffiionsbasedonmeasuredvalues AnalyzedBy: JG �, �..��r. Coastal Planning&Engineering Easting(X ft)�. 2,406,052 2481 NW Boca Raton Blvd, Boca Raton Northing(V,ft)�. 215,803 � FL33431 'a ph (561) 391-8102 Horrzontal System�. NAD 1983 � fm�(561)391-9116 VeRicalSystem�. NAVD88 112 APPENDIX A Section 3 New Topsail Inlet Maintenance Dredging Vibracore Granularmetric Reports 113 Granularmetric Report Oep�hs antl elevalions basetl on measuretl values Project Name: New Topsail Inlet Maintenance Dre ging �M��ra�eres� i4 avravercins Sample Name: New Topsail Inlet#1 Gahagan &Bryant Associates of North Camlina 295-A N.Green Meadows Dr. Analysis Date: 10-27-11 Wilminpgton,NC 284053933 Analyzed By: JCP fahc 91 031 3-6 8 22 eanir��np rvonnir��np coommaasy�am� e�auo��np North Carolina State Plane uscs�. �n��u.. comrr�m:� COMPOSITE �ryWelgM1��g4 WasM1WegM1��g4 PanRe�alne��g4 SleveLOSS(%o4 Rnes(%o4 IXganlcs(%o4 Grbma�es(%o4 SM1ells(%o4 #200-0.39 100.00 100.00 0.34 0.03 u230-0.3� 1170 Sieve Number Sieve Size Sieve Size Grams % Weight Cum. Grams C. % Weight (Phi) (Millimeters) Retained Retained Retained Retained 4 -2.25 4.76 2.11 2.11 2.11 2.11 7 -1.50 2.83 0.64 0.64 2.75 2.75 10 -1.00 2.00 0.50 0.50 3.25 3.25 14 -0.50 1.41 0.88 0.88 4.13 4.13 18 0.00 1.00 1.37 1.37 5.50 5.50 25 0.50 0.71 2.08 2.08 7.58 7.58 35 1.00 0.50 4.23 4.23 11.81 11.81 45 1.50 0.35 10.76 10.76 22.57 22.57 60 2.00 0.25 23.60 23.60 46.17 46.17 � 70 2.25 0.21 21.04 21.04 6721 6721 80 2.50 0.18 22.64 22.64 89.85 89.85 ° 100 2.75 0.15 6.82 6.82 96.67 96.67 120 3.00 0.13 2.47 2.47 99.14 99.14 170 3.50 0.09 0.47 0.47 99.61 99.61 200 3.75 0.07 0.00 0.00 99.61 99.61 230 4.00 0.06 0.02 0.02 99.63 99.63 � � � o Phi 5 Phi 16 Phi 25 Phi 50 Phi 75 Phi 84 Phi 95 2.69 2.44 2.34 2.05 1.55 1.19 -0.18 � gMoment Mean Phi Mean mm Sorting Skewness Kurtosis g Statistics 176 0.30 075 -1.55 7.44 ��a Granularmetric Report Oep�hs antl elevalions basetl on measuretl values Project Name: New Topsail Inlet Maintenance Dre ging �M��ra�eres� i4 avravercins Sample Name: TB-11-GS-1 Gahagan &Bryant Associates of North Camlina 295-A N.Green Meadows Dr. Analysis Date: 10-24-11 Wilminpgton,NC 284053933 Analyzed By: JCP fahc 91 031 3-6 8 22 eanir��np rvonnir��np coommaasy�am� e�auo��np 2,404,844 217,096 North Carolina State Plane -117 MLW uscs�. �n��u.. comrr�m:� onwaiqn�l�l wasnwabn�l�l va�r»�am�l�l s�a�oss(nol Finas(nol aqam�(nol car�a�as(nol snaus(nop #200-0.35 200.00 200.00 0.00 0.35 u230-0.35 11.60 Sieve Number Sieve Size Sieve Size Grams % Weight Cum. Grams C. % Weight (Phi) (Millimeters) Retained Retained Retained Retained 4 -2.25 4.76 0.10 0.05 0.10 0.05 7 -1.50 2.83 0.20 0.10 0.30 0.15 10 -1.00 2.00 0.30 0.15 0.60 0.30 14 -0.50 1.41 0.50 0.25 1.10 0.55 18 0.00 1.00 0.80 0.40 1.90 0.95 25 0.50 0.71 0.90 0.45 2.80 1.40 35 1.00 0.50 3.80 1.90 6.60 3.30 45 1.50 0.35 16.50 8.25 23.10 11.55 60 2.00 0.25 42.90 21.45 66.00 33.00 � 70 2.25 0.21 5720 28.60 123.20 61.60 80 2.50 0.18 55.60 27.80 178.80 89.40 ° 100 2.75 0.15 16.40 8.20 195.20 97.60 120 3.00 0.13 3.60 1.80 198.80 99.40 170 3.50 0.09 0.50 0.25 199.30 99.65 200 3.75 0.07 0.00 0.00 199.30 99.65 230 4.00 0.06 0.00 0.00 199.30 99.65 � � � o Phi 5 Phi 16 Phi 25 Phi 50 Phi 75 Phi 84 Phi 95 2.67 2.45 2.37 2.15 1.81 1.60 1.10 � gMoment Mean Phi Mean mm Sorting Skewness Kurtosis g Statistics 2.04 024 0.52 -2.07 1173 ��s Granularmetric Report Oep�hs antl elevalions basetl on measuretl values Project Name: New Topsail Inlet Maintenance Dre ging �M��ra�eres� i4 avravercins Sample Name: TB-11-GS-2 Gahagan &Bryant Associates of North Camlina 295-A N.Green Meadows Dr. Analysis Date: 10-24-11 Wilminpgton,NC 284053933 Analyzed By: JCP fahc 91 031 3-6 8 22 eanir��np rvonnir��np coommaasy�am� e�auo��np 2,405,259 216,974 North Carolina State Plane -9.8 MLW uscs�. �n��u.. comrr�m:� onwaiqn�l�l wasnwabn�l�l va�r»�am�l�l s�a�oss(nol Finas(nol aqam�(nol car�a�as(nol snaus(nop uzoo-o zo 200.00 200.00 0.00 020 uzao-o.zo 11.60 Sieve Number Sieve Size Sieve Size Grams % Weight Cum. Grams C. % Weight (Phi) (Millimeters) Retained Retained Retained Retained 4 -2.25 4.76 17.70 8.85 17.70 8.85 7 -1.50 2.83 3.70 1.85 21.40 10.70 10 -1.00 2.00 2.10 1.05 23.50 11.75 14 -0.50 1.41 4.60 2.30 28.10 14.05 18 0.00 1.00 9.00 4.50 37.10 18.55 25 0.50 0.71 18.10 9.05 5520 27.60 35 1.00 0.50 35.60 17.80 90.80 45.40 45 1.50 0.35 66.50 3325 157.30 78.65 60 2.00 0.25 29.60 14.80 186.90 93.45 � 70 2.25 0.21 6.40 3.20 193.30 96.65 80 2.50 0.18 5.20 2.60 198.50 9925 ° 100 2.75 0.15 1.10 0.55 199.60 99.80 120 3.00 0.13 0.00 0.00 199.60 99.80 170 3.50 0.09 0.00 0.00 199.60 99.80 200 3.75 0.07 0.00 0.00 199.60 99.80 230 4.00 0.06 0.00 0.00 199.60 99.80 � � � o Phi 5 Phi 16 Phi 25 Phi 50 Phi 75 Phi 84 Phi 95 2.12 1.68 1.45 1.07 0.36 -0.28 � gMoment Mean Phi Mean mm Sorting Skewness Kurtosis g Statistics 0.67 0.63 0.84 0.06 3.42 ��s Granularmetric Report Oep�hs antl elevalions basetl on measuretl values Project Name: New Topsail Inlet Maintenance Dre ging �M��ra�eres� i4 avravercins Sample Name: TB-11-GS-3 Gahagan &Bryant Associates of North Camlina 295-A N.Green Meadows Dr. Analysis Date: 10-24-11 Wilminpgton,NC 284053933 Analyzed By: JCP fahc 91 031 3-6 8 22 eanir��np rvonnir��np coommaasy�am� e�auo��np 2,405,464 216,775 North Carolina State Plane -7.6 MLW uscs�. �n��u.. comrr�m:� onwaiqn�l�l wasnwabn�l�l va�r»�am�l�l s�a�oss(nol Finas(nol aqam�(nol car�a�as(nol snaus(nop uzoo-ois 200.00 200.00 0.00 0.15 uzao-o.i s 11.60 Sieve Number Sieve Size Sieve Size Grams % Weight Cum. Grams C. % Weight (Phi) (Millimeters) Retained Retained Retained Retained 4 -2.25 4.76 6.90 3.45 6.90 3.45 7 -1.50 2.83 1.70 0.85 8.60 4.30 10 -1.00 2.00 1.70 0.85 10.30 5.15 14 -0.50 1.41 2.30 1.15 12.60 6.30 18 0.00 1.00 4.50 2.25 17.10 8.55 25 0.50 0.71 9.40 4.70 26.50 1325 35 1.00 0.50 2320 11.60 49.70 24.85 45 1.50 0.35 83.00 41.50 132.70 66.35 60 2.00 0.25 55.80 27.90 188.50 9425 � 70 2.25 0.21 5.90 2.95 194.40 9720 80 2.50 0.18 4.10 2.05 198.50 9925 ° 100 2.75 0.15 1.00 0.50 199.50 99.75 120 3.00 0.13 0.20 0.10 199.70 99.85 170 3.50 0.09 0.00 0.00 199.70 99.85 200 3.75 0.07 0.00 0.00 199.70 99.85 230 4.00 0.06 0.00 0.00 199.70 99.85 � � � o Phi 5 Phi 16 Phi 25 Phi 50 Phi 75 Phi 84 Phi 95 2.06 1.82 1.66 1.30 1.00 0.62 -1.09 � gMoment Mean Phi Mean mm Sorting Skewness Kurtosis g Statistics 1.1 0.47 0.68 -1.05 6.43 �n Granularmetric Report Oep�hs antl elevalions basetl on measuretl values Project Name: New Topsail Inlet Maintenance Dre ging �M��ra�eres� i4 avravercins Sample Name: TB-11-GS-4 Gahagan &Bryant Associates of North Camlina 295-A N.Green Meadows Dr. Analysis Date: 10-25-11 Wilminpgton,NC 284053933 Analyzed By: JCP fahc 91 031 3-6 8 22 eanir��np rvonnir��np coommaasy�am� e�auo��np 2,405,753 216,527 North Carolina State Plane -6.8 MLW uscs�. �n��u.. comrr�m:� onwaiqn�l�l wasnwabn�l�l va�r»�am�l�l s�a�oss(nol Finas(nol aqam�(nol car�a�as(nol snaus(nop uzoo-o zo 200.00 200.00 0.00 020 uzao-o.zo 11.60 Sieve Number Sieve Size Sieve Size Grams % Weight Cum. Grams C. % Weight (Phi) (Millimeters) Retained Retained Retained Retained 4 -2.25 4.76 4.00 2.00 4.00 2.00 7 -1.50 2.83 1.40 0.70 5.40 2.70 10 -1.00 2.00 0.50 0.25 5.90 2.95 14 -0.50 1.41 2.50 1.25 8.40 4.20 18 0.00 1.00 3.70 1.85 12.10 6.05 25 0.50 0.71 5.80 2.90 17.90 8.95 35 1.00 0.50 20.40 1020 38.30 19.15 45 1.50 0.35 57.90 28.95 9620 48.10 60 2.00 0.25 77.50 38.75 173.70 86.85 � 70 2.25 0.21 16.40 8.20 190.10 95.05 80 2.50 0.18 7.10 3.55 197.20 98.60 ° 100 2.75 0.15 1.90 0.95 199.10 99.55 120 3.00 0.13 0.50 0.25 199.60 99.80 170 3.50 0.09 0.00 0.00 199.60 99.80 200 3.75 0.07 0.00 0.00 199.60 99.80 230 4.00 0.06 0.00 0.00 199.60 99.80 � � � o Phi 5 Phi 16 Phi 25 Phi 50 Phi 75 Phi 84 Phi 95 2.25 1.96 1.85 1.52 1.10 0.85 -0.28 � gMoment Mean Phi Mean mm Sorting Skewness Kurtosis g Statistics 1.33 0.40 0.66 -1.31 7.17 ��a Granularmetric Report Oep�hs antl elevalions basetl on measuretl values Project Name: New Topsail Inlet Maintenance Dre ging �M��ra�eres� i4 avravercins Sample Name: TB-11-GS-5 Gahagan &Bryant Associates of North Camlina 295-A N.Green Meadows Dr. Analysis Date: 10-25-11 Wilminpgton,NC 284053933 Analyzed By: JCP fahc 91 031 3-6 8 22 eanir��np rvonnir��np coommaasy�am� e�auo��np 2,40Q244 216,253 North Carolina State Plane -5.5 MLW uscs�. �n��u.. comrr�m:� SP onwaiqn�l�l wasnwabn�l�l va�r»�am�l�l s�a�oss(nol Finas(nol aqam�(nol car�a�as(nol snaus(nop uzoo-oao 200.00 200.00 0.00 0.40 uzao-o ao 11.60 Sieve Number Sieve Size Sieve Size Grams % Weight Cum. Grams C. % Weight (Phi) (Millimeters) Retained Retained Retained Retained 4 -2.25 4.76 0.00 0.00 0.00 0.00 7 -1.50 2.83 0.00 0.00 0.00 0.00 10 -1.00 2.00 0.00 0.00 0.00 0.00 14 -0.50 1.41 0.00 0.00 0.00 0.00 18 0.00 1.00 0.00 0.00 0.00 0.00 25 0.50 0.71 0.10 0.05 0.10 0.05 35 1.00 0.50 1.30 0.65 1.40 0.70 45 1.50 0.35 18.40 9.20 19.80 9.90 60 2.00 0.25 87.70 43.85 107.50 53.75 � 70 2.25 0.21 4420 22.10 151.70 75.85 80 2.50 0.18 34.50 1725 186.20 93.10 ° 100 2.75 0.15 10.80 5.40 197.00 98.50 120 3.00 0.13 1.90 0.95 198.90 99.45 170 3.50 0.09 0.30 0.15 199.20 99.60 200 3.75 0.07 0.00 0.00 199.20 99.60 230 4.00 0.06 0.00 0.00 199.20 99.60 � � � o Phi 5 Phi 16 Phi 25 Phi 50 Phi 75 Phi 84 Phi 95 2.59 2.37 2.24 1.96 1.67 1.57 1.23 � gMoment Mean Phi Mean mm Sorting Skewness Kurtosis g Statistics 1.95 026 0.38 -0.11 3.18 119 Granularmetric Report Oep�hs antl elevalions basetl on measuretl values Project Name: New Topsail Inlet Maintenance Dre ging �M��ra�eres� i4 avravercins Sample Name: TB-11-GS-6 Gahagan &Bryant Associates of North Camlina 295-A N.Green Meadows Dr. Analysis Date: 10-25-11 Wilminpgton,NC 284053933 Analyzed By: JCP fahc 91 031 3-6 8 22 eanir��np rvonnir��np coommaasy�am� e�auo��np 2,40Q571 216,189 North Carolina State Plane -6.8 MLW uscs�. �n��u.. comrr�m:� SP onwaiqn�l�l wasnwabn�l�l va�r»�am�l�l s�a�oss(nol Finas(nol aqam�(nol car�a�as(nol snaus(nop uzoo-o zs 200.00 200.00 0.00 025 uzao-o.zs 11.60 Sieve Number Sieve Size Sieve Size Grams % Weight Cum. Grams C. % Weight (Phi) (Millimeters) Retained Retained Retained Retained 4 -2.25 4.76 0.00 0.00 0.00 0.00 7 -1.50 2.83 0.00 0.00 0.00 0.00 10 -1.00 2.00 0.10 0.05 0.10 0.05 14 -0.50 1.41 0.30 0.15 0.40 0.20 18 0.00 1.00 0.50 0.25 0.90 0.45 25 0.50 0.71 0.80 0.40 1.70 0.85 35 1.00 0.50 3.00 1.50 4.70 2.35 45 1.50 0.35 12.80 6.40 17.50 8.75 60 2.00 0.25 42.90 21.45 60.40 3020 � 70 2.25 0.21 46.10 23.05 106.50 5325 80 2.50 0.18 66.80 33.40 173.30 86.65 ° 100 2.75 0.15 19.70 9.85 193.00 96.50 120 3.00 0.13 5.70 2.85 198.70 99.35 170 3.50 0.09 0.80 0.40 199.50 99.75 200 3.75 0.07 0.00 0.00 199.50 99.75 230 4.00 0.06 0.00 0.00 199.50 99.75 � � � o Phi 5 Phi 16 Phi 25 Phi 50 Phi 75 Phi 84 Phi 95 2.71 2.48 2.41 2.21 1.88 1.67 1.21 � gMoment Mean Phi Mean mm Sorting Skewness Kurtosis g Statistics 2.11 023 0.47 -1.56 829 �zo Granularmetric Report Oep�hs antl elevalions basetl on measuretl values Project Name: New Topsail Inlet Maintenance Dre ging �M��ra�eres� i4 avravercins Sample Name: TB-11-GS-7 Gahagan &Bryant Associates of North Camlina 295-A N.Green Meadows Dr. Analysis Date: 10-25-11 Wilminpgton,NC 284053933 Analyzed By: JCP fahc 91 031 3-6 8 22 eanir��np rvonnir��np coommaasy�am� e�auo��np 2,40Q484 216,036 North Carolina State Plane -67 MLW uscs�. �n��u.. comrr�m:� SP onwaiqn�l�l wasnwabn�l�l va�r»�am�l�l s�a�oss(nol Finas(nol aqam�(nol car�a�as(nol snaus(nop #200-0.35 200.00 200.00 0.00 0.35 u230-0.35 11.60 Sieve Number Sieve Size Sieve Size Grams % Weight Cum. Grams C. % Weight (Phi) (Millimeters) Retained Retained Retained Retained 4 -2.25 4.76 0.00 0.00 0.00 0.00 7 -1.50 2.83 0.00 0.00 0.00 0.00 10 -1.00 2.00 0.00 0.00 0.00 0.00 14 -0.50 1.41 0.00 0.00 0.00 0.00 18 0.00 1.00 0.20 0.10 0.20 0.10 25 0.50 0.71 0.40 0.20 0.60 0.30 35 1.00 0.50 0.60 0.30 1.20 0.60 45 1.50 0.35 1.20 0.60 2.40 1.20 60 2.00 0.25 14.50 7.25 16.90 8.45 � 70 2.25 0.21 57.60 28.80 74.50 3725 80 2.50 0.18 90.10 45.05 164.60 82.30 ° 100 2.75 0.15 2320 11.60 187.80 93.90 120 3.00 0.13 9.30 4.65 197.10 98.55 170 3.50 0.09 2.20 1.10 199.30 99.65 200 3.75 0.07 0.00 0.00 199.30 99.65 230 4.00 0.06 0.00 0.00 199.30 99.65 � � � o Phi 5 Phi 16 Phi 25 Phi 50 Phi 75 Phi 84 Phi 95 2.81 2.54 2.46 2.32 2.14 2.07 1.76 � gMoment Mean Phi Mean mm Sorting Skewness Kurtosis g Statistics 2.3 020 0.32 -1.38 12.52 �z� Granularmetric Report Oep�hs antl elevalions basetl on measuretl values Project Name: New Topsail Inlet Maintenance Dre ging �M��ra�eres� i4 avravercins Sample Name: TB-11-VB-4#1 Gahagan &Bryant Associates of North Camlina 295-A N.Green Meadows Dr. Analysis Date: 10-12-11 Wilminpgton,NC 284053933 Analyzed By: JCP fahc 91 031 3-6 8 22 eanir��np rvonnir��np coommaasy�am� e�auo��np 2,404,400 217,344 North Carolina State Plane -5.0 MLW uscs�. �n��u.. comrr�m:� SP onwaiqn�l�l wasnwabn�l�l va�r»�am�l�l s�a�oss(nol Finas(nol aqam�(nol car�a�as(nol snaus(nop uzoo-oao 200.00 200.00 0.00 0.40 uzao-o ao 14.50 Sieve Number Sieve Size Sieve Size Grams % Weight Cum. Grams C. % Weight (Phi) (Millimeters) Retained Retained Retained Retained 4 -2.25 4.76 0.00 0.00 0.00 0.00 7 -1.50 2.83 0.00 0.00 0.00 0.00 10 -1.00 2.00 0.00 0.00 0.00 0.00 14 -0.50 1.41 0.00 0.00 0.00 0.00 18 0.00 1.00 0.40 0.20 0.40 0.20 25 0.50 0.71 0.80 0.40 1.20 0.60 35 1.00 0.50 3.10 1.55 4.30 2.15 45 1.50 0.35 10.10 5.05 14.40 7.20 60 2.00 0.25 5620 28.10 70.60 35.30 � 70 2.25 0.21 66.10 33.05 136.70 68.35 80 2.50 0.18 47.90 23.95 184.60 92.30 ° 100 2.75 0.15 12.40 6.20 197.00 98.50 120 3.00 0.13 2.20 1.10 199.20 99.60 170 3.50 0.09 0.00 0.00 199.20 99.60 200 3.75 0.07 0.00 0.00 199.20 99.60 230 4.00 0.06 0.00 0.00 199.20 99.60 � � � o Phi 5 Phi 16 Phi 25 Phi 50 Phi 75 Phi 84 Phi 95 2.61 2.41 2.32 2.11 1.82 1.66 1.28 � gMoment Mean Phi Mean mm Sorting Skewness Kurtosis g Statistics 2.04 024 0.4 -129 6.67 �zz Granularmetric Report Oep�hs antl elevalions basetl on measuretl values Project Name: New Topsail Inlet Maintenance Dre ging �M��ra�eres� i4 avravercins Sample Name: TB-11-VB-4#2 Gahagan &Bryant Associates of North Camlina 295-A N.Green Meadows Dr. Analysis Date: 10-13-11 Wilminpgton,NC 284053933 Analyzed By: JCP fahc 91 031 3-6 8 22 eanir��np rvonnir��np coommaasy�am� e�auo��np 2,404,400 217,344 North Carolina State Plane -122 MLW uscs�. �n��u.. comrr�m:� SW onwaiqn�l�l wasnwabn�l�l va�r»�am�l�l s�a�oss(nol Finas(nol aqam�(nol car�a�as(nol snaus(nop uzoo-o as 200.00 200.00 0.30 070 uzao-o.as 14.50 Sieve Number Sieve Size Sieve Size Grams % Weight Cum. Grams C. % Weight (Phi) (Millimeters) Retained Retained Retained Retained 4 -2.25 4.76 16.10 8.05 16.10 8.05 7 -1.50 2.83 4.50 2.25 20.60 10.30 10 -1.00 2.00 2.20 1.10 22.80 11.40 14 -0.50 1.41 6.50 3.25 29.30 14.65 18 0.00 1.00 8.20 4.10 37.50 18.75 25 0.50 0.71 10.60 5.30 48.10 24.05 35 1.00 0.50 21.50 10.75 69.60 34.80 45 1.50 0.35 40.90 20.45 110.50 5525 60 2.00 0.25 55.50 27.75 166.00 83.00 � 70 2.25 0.21 18.00 9.00 184.00 92.00 80 2.50 0.18 10.40 5.20 194.40 9720 ° 100 2.75 0.15 3.20 1.60 197.60 98.80 120 3.00 0.13 0.70 0.35 198.30 99.15 170 3.50 0.09 0.00 0.00 198.30 99.15 200 3.75 0.07 0.00 0.00 198.30 99.15 230 4.00 0.06 0.00 0.00 198.30 99.15 � � � o Phi 5 Phi 16 Phi 25 Phi 50 Phi 75 Phi 84 Phi 95 2.39 2.03 1.86 1.37 0.54 -0.34 � gMoment Mean Phi Mean mm Sorting Skewness Kurtosis g Statistics 0.91 0.53 0.96 -024 3.14 123 Granularmetric Report Oep�hs antl elevalions basetl on measuretl values Project Name: New Topsail Inlet Maintenance Dre ging �M��ra�eres� i4 avravercins Sample Name: TB-11-VB-5#1 Gahagan &Bryant Associates of North Camlina 295-A N.Green Meadows Dr. Analysis Date: 10-24-11 Wilminpgton,NC 284053933 Analyzed By: JCP fahc 91 031 3-6 8 22 eanir��np rvonnir��np coommaasy�am� e�auo��np 2,403,564 217,609 North Carolina State Plane -8.0 MLW uscs�. �n��u.. comrr�m:� onwaiqn�l�l wasnwabn�l�l va�r»�am�l�l s�a�oss(nol Finas(nol aqam�(nol car�a�as(nol snaus(nop #200-0.30 200.00 200.00 0.00 0.30 u230-0.30 8.10 Sieve Number Sieve Size Sieve Size Grams % Weight Cum. Grams C. % Weight (Phi) (Millimeters) Retained Retained Retained Retained 4 -2.25 4.76 0.10 0.05 0.10 0.05 7 -1.50 2.83 0.10 0.05 0.20 0.10 10 -1.00 2.00 0.20 0.10 0.40 0.20 14 -0.50 1.41 0.40 0.20 0.80 0.40 18 0.00 1.00 0.70 0.35 1.50 0.75 25 0.50 0.71 1.30 0.65 2.80 1.40 35 1.00 0.50 3.10 1.55 5.90 2.95 45 1.50 0.35 8.90 4.45 14.80 7.40 60 2.00 0.25 54.50 2725 69.30 34.65 � 70 2.25 0.21 6720 33.60 136.50 6825 80 2.50 0.18 47.80 23.90 184.30 92.15 ° 100 2.75 0.15 11.80 5.90 196.10 98.05 120 3.00 0.13 2.90 1.45 199.00 99.50 170 3.50 0.09 0.40 0.20 199.40 99.70 200 3.75 0.07 0.00 0.00 199.40 99.70 230 4.00 0.06 0.00 0.00 199.40 99.70 � � � o Phi 5 Phi 16 Phi 25 Phi 50 Phi 75 Phi 84 Phi 95 2.62 2.41 2.32 2.11 1.82 1.66 1.23 � gMoment Mean Phi Mean mm Sorting Skewness Kurtosis g Statistics 2.03 024 0.46 -2.16 13.16 �za Granularmetric Report Oep�hs antl elevalions basetl on measuretl values Project Name: New Topsail Inlet Maintenance Dre ging �M��ra�eres� i4 avravercins Sample Name: TB-11-VB-6#1 Gahagan &Bryant Associates of North Camlina 295-A N.Green Meadows Dr. Analysis Date: 10-14-11 Wilminpgton,NC 284053933 Analyzed By: JCP fahc 91 031 3-6 8 22 eanir��np rvonnir��np coommaasy�am� e�auo��np 2,402,870 217,470 North Carolina State Plane -10.0 MLW uscs�. �n��u.. comrr�m:� onwaiqn�l�l wasnwabn�l�l va�r»�am�l�l s�a�oss(nol Finas(nol aqam�(nol car�a�as(nol snaus(nop uzoo-oio 200.00 200.00 0.00 0.10 uzao-o.i o 17.60 Sieve Number Sieve Size Sieve Size Grams % Weight Cum. Grams C. % Weight (Phi) (Millimeters) Retained Retained Retained Retained 4 -2.25 4.76 0.20 0.10 0.20 0.10 7 -1.50 2.83 0.00 0.00 0.20 0.10 10 -1.00 2.00 0.00 0.00 0.20 0.10 14 -0.50 1.41 0.20 0.10 0.40 0.20 18 0.00 1.00 0.30 0.15 0.70 0.35 25 0.50 0.71 0.70 0.35 1.40 0.70 35 1.00 0.50 2.40 1.20 3.80 1.90 45 1.50 0.35 9.10 4.55 12.90 6.45 60 2.00 0.25 50.60 25.30 63.50 31.75 � 70 2.25 0.21 59.10 29.55 122.60 61.30 80 2.50 0.18 55.30 27.65 177.90 88.95 ° 100 2.75 0.15 17.00 8.50 194.90 97.45 120 3.00 0.13 4.20 2.10 199.10 99.55 170 3.50 0.09 0.70 0.35 199.80 99.90 200 3.75 0.07 0.00 0.00 199.80 99.90 230 4.00 0.06 0.00 0.00 199.80 99.90 � � � o Phi 5 Phi 16 Phi 25 Phi 50 Phi 75 Phi 84 Phi 95 2.68 2.46 2.37 2.15 1.87 1.69 1.34 � gMoment Mean Phi Mean mm Sorting Skewness Kurtosis g Statistics 2.09 023 0.42 -126 7.66 �zs Granularmetric Report Oep�hs antl elevalions basetl on measuretl values Project Name: New Topsail Inlet Maintenance Dre ging �M��ra�eres� i4 avravercins Sample Name: TB-11-VB-6#2 Gahagan &Bryant Associates of North Camlina 295-A N.Green Meadows Dr. Analysis Date: 10-14-11 Wilminpgton,NC 284053933 Analyzed By: JCP fahc 91 031 3-6 8 22 eanir��np rvonnir��np coommaasy�am� e�auo��np 2,402,870 217,470 North Carolina State Plane -14.8 MLW uscs�. �n��u.. comrr�m:� onwaiqn�l�l wasnwabn�l�l va�r»�am�l�l s�a�oss(nol Finas(nol aqam�(nol car�a�as(nol snaus(nop #200-0.35 200.00 200.00 0.00 0.35 u230-0.35 17.60 Sieve Number Sieve Size Sieve Size Grams % Weight Cum. Grams C. % Weight (Phi) (Millimeters) Retained Retained Retained Retained 4 -2.25 4.76 29.50 14.75 29.50 14.75 7 -1.50 2.83 5.70 2.85 3520 17.60 10 -1.00 2.00 4.30 2.15 39.50 19.75 14 -0.50 1.41 6.20 3.10 45.70 22.85 18 0.00 1.00 7.70 3.85 53.40 26.70 25 0.50 0.71 10.10 5.05 63.50 31.75 35 1.00 0.50 13.40 6.70 76.90 38.45 45 1.50 0.35 28.70 14.35 105.60 52.80 60 2.00 0.25 48.60 24.30 154.20 77.10 � 70 2.25 0.21 2120 10.60 175.40 87.70 80 2.50 0.18 16.90 8.45 192.30 96.15 ° 100 2.75 0.15 5.40 2.70 197.70 98.85 120 3.00 0.13 1.40 0.70 199.10 99.55 170 3.50 0.09 0.20 0.10 199.30 99.65 200 3.75 0.07 0.00 0.00 199.30 99.65 230 4.00 0.06 0.00 0.00 199.30 99.65 � � � o Phi 5 Phi 16 Phi 25 Phi 50 Phi 75 Phi 84 Phi 95 2.47 2.16 1.96 1.40 -022 -1.92 � gMoment Mean Phi Mean mm Sorting Skewness Kurtosis g Statistics 0.69 0.62 1.14 0.37 2.22 �zs Granularmetric Report Oep�hs antl elevalions basetl on measuretl values Project Name: New Topsail Inlet Maintenance Dre ging �M��ra�eres� i4 avravercins Sample Name: TB-11-VB-7#1 Gahagan &Bryant Associates of North Camlina 295-A N.Green Meadows Dr. Analysis Date: 10-14-11 Wilminpgton,NC 284053933 Analyzed By: JCP fahc 91 031 3-6 8 22 eanir��np rvonnir��np coommaasy�am� e�auo��np 2,402,024 217,452 North Carolina State Plane -7.0 MLW uscs�. �n��u.. comrr�m:� onwaiqn�l�l wasnwabn�l�l va�r»�am�l�l s�a�oss(nol Finas(nol aqam�(nol car�a�as(nol snaus(nop uzoo-oss 200.00 200.00 0.00 0.65 uzao-oss 17.50 Sieve Number Sieve Size Sieve Size Grams % Weight Cum. Grams C. % Weight (Phi) (Millimeters) Retained Retained Retained Retained 4 -2.25 4.76 12.70 6.35 12.70 6.35 7 -1.50 2.83 4.50 2.25 1720 8.60 10 -1.00 2.00 3.30 1.65 20.50 1025 14 -0.50 1.41 5.00 2.50 25.50 12.75 18 0.00 1.00 6.60 3.30 32.10 16.05 25 0.50 0.71 8.80 4.40 40.90 20.45 35 1.00 0.50 12.00 6.00 52.90 26.45 45 1.50 0.35 2320 11.60 76.10 38.05 60 2.00 0.25 35.80 17.90 111.90 55.95 � 70 2.25 0.21 22.60 11.30 134.50 6725 80 2.50 0.18 3320 16.60 167.70 83.85 ° 100 2.75 0.15 20.70 10.35 188.40 9420 120 3.00 0.13 9.20 4.60 197.60 98.80 170 3.50 0.09 1.10 0.55 198.70 99.35 200 3.75 0.07 0.00 0.00 198.70 99.35 230 4.00 0.06 0.00 0.00 198.70 99.35 � � � o Phi 5 Phi 16 Phi 25 Phi 50 Phi 75 Phi 84 Phi 95 2.79 2.50 2.37 1.83 0.88 -0.01 � gMoment Mean Phi Mean mm Sorting Skewness Kurtosis g Statistics 1.32 0.40 1.1 -0.55 327 �z� Granularmetric Report Oep�hs antl elevalions basetl on measuretl values Project Name: New Topsail Inlet Maintenance Dre ging �M��ra�eres� i4 avravercins Sample Name: TB-11-VB-7#2 Gahagan &Bryant Associates of North Camlina 295-A N.Green Meadows Dr. Analysis Date: 10-14-11 Wilminpgton,NC 284053933 Analyzed By: JCP fahc 91 031 3-6 8 22 eanir��np rvonnir��np coommaasy�am� e�auo��np 2,402,024 217,452 North Carolina State Plane -9.9 MLW uscs�. �n��u.. comrr�m:� onwaiqn�l�l wasnwabn�l�l va�r»�am�l�l s�a�oss(nol Finas(nol aqam�(nol car�a�as(nol snaus(nop uzoo-o zs 200.00 200.00 0.00 025 uzao-o.zs 17.50 Sieve Number Sieve Size Sieve Size Grams % Weight Cum. Grams C. % Weight (Phi) (Millimeters) Retained Retained Retained Retained 4 -2.25 4.76 0.30 0.15 0.30 0.15 7 -1.50 2.83 0.40 0.20 0.70 0.35 10 -1.00 2.00 0.30 0.15 1.00 0.50 14 -0.50 1.41 1.50 0.75 2.50 1.25 18 0.00 1.00 2.50 1.25 5.00 2.50 25 0.50 0.71 3.40 1.70 8.40 4.20 35 1.00 0.50 8.00 4.00 16.40 8.20 45 1.50 0.35 21.10 10.55 37.50 18.75 60 2.00 0.25 54.70 27.35 9220 46.10 � 70 2.25 0.21 42.80 21.40 135.00 67.50 80 2.50 0.18 42.60 21.30 177.60 88.80 ° 100 2.75 0.15 17.60 8.80 195.20 97.60 120 3.00 0.13 3.90 1.95 199.10 99.55 170 3.50 0.09 0.40 0.20 199.50 99.75 200 3.75 0.07 0.00 0.00 199.50 99.75 230 4.00 0.06 0.00 0.00 199.50 99.75 � � � o Phi 5 Phi 16 Phi 25 Phi 50 Phi 75 Phi 84 Phi 95 2.68 2.44 2.34 2.05 1.61 1.37 0.60 � gMoment Mean Phi Mean mm Sorting Skewness Kurtosis g Statistics 1.89 027 0.66 -1.71 7.71 �za Granularmetric Report Oep�hs antl elevalions basetl on measuretl values Project Name: New Topsail Inlet Maintenance Dre ging �M��ra�eres� i4 avravercins Sample Name: TB-11-VB-8#1 Gahagan &Bryant Associates of North Camlina 295-A N.Green Meadows Dr. Analysis Date: 10-14-11 Wilminpgton,NC 284053933 Analyzed By: JCP fahc 91 031 3-6 8 22 eanir��np rvonnir��np coommaasy�am� e�auo��np 2,401,553 218,106 North Carolina State Plane -6.1 MLW uscs�. �n��u.. comrr�m:� SP onwaiqn�l�l wasnwabn�l�l va�r»�am�l�l s�a�oss(nol Finas(nol aqam�(nol car�a�as(nol snaus(nop uzoo-oio 199.80 199.80 0.00 0.10 uzao-o.i o 11.80 Sieve Number Sieve Size Sieve Size Grams % Weight Cum. Grams C. % Weight (Phi) (Millimeters) Retained Retained Retained Retained 4 -2.25 4.76 0.00 0.00 0.00 0.00 7 -1.50 2.83 0.00 0.00 0.00 0.00 10 -1.00 2.00 0.00 0.00 0.00 0.00 14 -0.50 1.41 0.00 0.00 0.00 0.00 18 0.00 1.00 0.20 0.10 0.20 0.10 25 0.50 0.71 0.30 0.15 0.50 0.25 35 1.00 0.50 1.90 0.95 2.40 1.20 45 1.50 0.35 7.20 3.60 9.60 4.80 60 2.00 0.25 4020 20.12 49.80 24.92 � 70 2.25 0.21 63.10 31.58 112.90 56.51 80 2.50 0.18 62.00 31.03 174.90 87.54 ° 100 2.75 0.15 2020 10.11 195.10 97.65 120 3.00 0.13 4.00 2.00 199.10 99.65 170 3.50 0.09 0.50 0.25 199.60 99.90 200 3.75 0.07 0.00 0.00 199.60 99.90 230 4.00 0.06 0.00 0.00 199.60 99.90 � � � o Phi 5 Phi 16 Phi 25 Phi 50 Phi 75 Phi 84 Phi 95 2.68 2.47 2.40 2.20 2.00 1.78 1.50 � gMoment Mean Phi Mean mm Sorting Skewness Kurtosis g Statistics 2.15 023 0.38 -1.14 6.42 129 Granularmetric Report Oep�hs antl elevalions basetl on measuretl values Project Name: New Topsail Inlet Maintenance Dre ging �M��ra�eres� i4 avravercins Sample Name: TB-11-VB-8#2 Gahagan &Bryant Associates of North Camlina 295-A N.Green Meadows Dr. Analysis Date: 10-14-11 Wilminpgton,NC 284053933 Analyzed By: JCP fahc 91 031 3-6 8 22 eanir��np rvonnir��np coommaasy�am� e�auo��np 2,401,553 218,106 North Carolina State Plane -13.5 MLW uscs�. �n��u.. comrr�m:� onwaiqn�l�l wasnwabn�l�l va�r»�am�l�l s�a�oss(nol Finas(nol aqam�(nol car�a�as(nol snaus(nop uzoo-oso 200.00 200.00 0.00 0.60 uzao-oso 11.80 Sieve Number Sieve Size Sieve Size Grams % Weight Cum. Grams C. % Weight (Phi) (Millimeters) Retained Retained Retained Retained 4 -2.25 4.76 13.80 6.90 13.80 6.90 7 -1.50 2.83 0.30 0.15 14.10 7.05 10 -1.00 2.00 0.40 0.20 14.50 7.25 14 -0.50 1.41 1.30 0.65 15.80 7.90 18 0.00 1.00 3.70 1.85 19.50 9.75 25 0.50 0.71 7.90 3.95 27.40 13.70 35 1.00 0.50 31.50 15.75 58.90 29.45 45 1.50 0.35 57.10 28.55 116.00 58.00 60 2.00 0.25 53.30 26.65 169.30 84.65 � 70 2.25 0.21 14.10 7.05 183.40 91.70 80 2.50 0.18 8.50 4.25 191.90 95.95 ° 100 2.75 0.15 4.80 2.40 196.70 98.35 120 3.00 0.13 1.80 0.90 198.50 9925 170 3.50 0.09 0.30 0.15 198.80 99.40 200 3.75 0.07 0.00 0.00 198.80 99.40 230 4.00 0.06 0.00 0.00 198.80 99.40 � � � o Phi 5 Phi 16 Phi 25 Phi 50 Phi 75 Phi 84 Phi 95 2.44 1.99 1.82 1.36 0.86 0.57 � gMoment Mean Phi Mean mm Sorting Skewness Kurtosis g Statistics 1.11 0.46 0.69 0.59 3.58 130 Granularmetric Report Oep�hs antl elevalions basetl on measuretl values Project Name: New Topsail Inlet Maintenance Dre ging �M��ra�eres� i4 avravercins Sample Name: TB-11-VB-9#1 Gahagan &Bryant Associates of North Camlina 295-A N.Green Meadows Dr. Analysis Date: 10-13-11 Wilminpgton,NC 284053933 Analyzed By: JCP fahc 91 031 3-6 8 22 eanir��np rvonnir��np coommaasy�am� e�auo��np 2,401,736 219,385 North Carolina State Plane -2.9 MLW uscs�. �n��u.. comrr�m:� onwaiqn�l�l wasnwabn�l�l va�r»�am�l�l s�a�oss(nol Finas(nol aqam�(nol car�a�as(nol snaus(nop #200-0.30 200.00 200.00 0.00 0.30 u230-0.30 820 Sieve Number Sieve Size Sieve Size Grams % Weight Cum. Grams C. % Weight (Phi) (Millimeters) Retained Retained Retained Retained 4 -2.25 4.76 1.10 0.55 1.10 0.55 7 -1.50 2.83 0.80 0.40 1.90 0.95 10 -1.00 2.00 1.00 0.50 2.90 1.45 14 -0.50 1.41 2.10 1.05 5.00 2.50 18 0.00 1.00 4.40 2.20 9.40 4.70 25 0.50 0.71 6.80 3.40 1620 8.10 35 1.00 0.50 8.90 4.45 25.10 12.55 45 1.50 0.35 18.80 9.40 43.90 21.95 60 2.00 0.25 57.80 28.90 101.70 50.85 � 70 2.25 0.21 45.00 22.50 146.70 73.35 80 2.50 0.18 39.10 19.55 185.80 92.90 ° 100 2.75 0.15 9.60 4.80 195.40 97.70 120 3.00 0.13 3.60 1.80 199.00 99.50 170 3.50 0.09 0.40 0.20 199.40 99.70 200 3.75 0.07 0.00 0.00 199.40 99.70 230 4.00 0.06 0.00 0.00 199.40 99.70 � � � o Phi 5 Phi 16 Phi 25 Phi 50 Phi 75 Phi 84 Phi 95 2.61 2.39 2.27 1.99 1.55 1.18 0.04 � gMoment Mean Phi Mean mm Sorting Skewness Kurtosis g Statistics 176 0.30 075 -1.69 6.8 131 Granularmetric Report Oep�hs antl elevalions basetl on measuretl values Project Name: New Topsail Inlet Maintenance Dre ging �M��ra�eres� i4 avravercins Sample Name: TB-11-VB-9#2 Gahagan &Bryant Associates of North Camlina 295-A N.Green Meadows Dr. Analysis Date: 10-13-11 Wilminpgton,NC 284053933 Analyzed By: JCP fahc 91 031 3-6 8 22 eanir��np rvonnir��np coommaasy�am� e�auo��np 2,401,736 219,385 North Carolina State Plane -5.0 MLW uscs�. �n��u.. comrr�m:� SP onwaiqn�l�l wasnwabn�l�l va�r»�am�l�l s�a�oss(nol Finas(nol aqam�(nol car�a�as(nol snaus(nop uzoo-o so 200.00 200.00 0.00 0.50 uzao-o.so 820 Sieve Number Sieve Size Sieve Size Grams % Weight Cum. Grams C. % Weight (Phi) (Millimeters) Retained Retained Retained Retained 4 -2.25 4.76 0.00 0.00 0.00 0.00 7 -1.50 2.83 0.30 0.15 0.30 0.15 10 -1.00 2.00 0.00 0.00 0.30 0.15 14 -0.50 1.41 0.50 0.25 0.80 0.40 18 0.00 1.00 1.20 0.60 2.00 1.00 25 0.50 0.71 1.70 0.85 3.70 1.85 35 1.00 0.50 4.30 2.15 8.00 4.00 45 1.50 0.35 9.80 4.90 17.80 8.90 60 2.00 0.25 47.30 23.65 65.10 32.55 � 70 2.25 0.21 7020 35.10 135.30 67.65 80 2.50 0.18 4920 24.60 184.50 9225 ° 100 2.75 0.15 12.10 6.05 196.60 98.30 120 3.00 0.13 2.40 1.20 199.00 99.50 170 3.50 0.09 0.00 0.00 199.00 99.50 200 3.75 0.07 0.00 0.00 199.00 99.50 230 4.00 0.06 0.00 0.00 199.00 99.50 � � � o Phi 5 Phi 16 Phi 25 Phi 50 Phi 75 Phi 84 Phi 95 2.61 2.42 2.32 2.12 1.84 1.65 1.10 � gMoment Mean Phi Mean mm Sorting Skewness Kurtosis g Statistics 2.02 025 0.5 -2.44 13.6 132 Granularmetric Report Oep�hs antl elevalions basetl on measuretl values Project Name: New Topsail Inlet Maintenance Dre ging �M��ra�eres� i4 avravercins Sample Name: TB-11-VB-10#1 Gahagan &Bryant Associates of North Camlina 295-A N.Green Meadows Dr. Analysis Date: 10-24-11 Wilminpgton,NC 284053933 Analyzed By: JCP fahc 91 031 3-6 8 22 eanir��np rvonnir��np coommaasy�am� e�auo��np 2,402,169 22Q028 North Carolina State Plane -2.1 MLW uscs�. �n��u.. comrr�m:� onwaiqn�l�l wasnwabn�l�l va�r»�am�l�l s�a�oss(nol Finas(nol aqam�(nol car�a�as(nol snaus(nop #200-0.30 200.00 200.00 0.00 0.30 u230-0.30 10.10 Sieve Number Sieve Size Sieve Size Grams % Weight Cum. Grams C. % Weight (Phi) (Millimeters) Retained Retained Retained Retained 4 -2.25 4.76 0.40 0.20 0.40 0.20 7 -1.50 2.83 0.50 0.25 0.90 0.45 10 -1.00 2.00 0.40 0.20 1.30 0.65 14 -0.50 1.41 0.80 0.40 2.10 1.05 18 0.00 1.00 1.30 0.65 3.40 1.70 25 0.50 0.71 2.20 1.10 5.60 2.80 35 1.00 0.50 6.20 3.10 11.80 5.90 45 1.50 0.35 15.80 7.90 27.60 13.80 60 2.00 0.25 48.30 24.15 75.90 37.95 � 70 2.25 0.21 52.90 26.45 128.80 64.40 80 2.50 0.18 47.60 23.80 176.40 8820 ° 100 2.75 0.15 16.90 8.45 193.30 96.65 120 3.00 0.13 5.30 2.65 198.60 99.30 170 3.50 0.09 0.80 0.40 199.40 99.70 200 3.75 0.07 0.00 0.00 199.40 99.70 230 4.00 0.06 0.00 0.00 199.40 99.70 � � � o Phi 5 Phi 16 Phi 25 Phi 50 Phi 75 Phi 84 Phi 95 2.70 2.46 2.36 2.11 1.73 1.55 0.85 � gMoment Mean Phi Mean mm Sorting Skewness Kurtosis g Statistics 1.97 026 0.6 -2.04 10.62 133 Granularmetric Report Oep�hs antl elevalions basetl on measuretl values Project Name: New Topsail Inlet Maintenance Dre ging �M��ra�eres� i4 avravercins Sample Name: TB-11-VB-11 #1 Gahagan &Bryant Associates of North Camlina 295-A N.Green Meadows Dr. Analysis Date: 10-12-11 Wilminpgton,NC 284053933 Analyzed By: JCP fahc 91 031 3-6 8 22 eanir��np rvonnir��np coommaasy�am� e�auo��np 2,402,863 22Q510 North Carolina State Plane -5.5 MLW uscs�. �n��u.. comrr�m:� SP onwaiqn�l�l wasnwabn�l�l va�r»�am�l�l s�a�oss(nol Finas(nol aqam�(nol car�a�as(nol snaus(nop uzoo-o zs 200.00 200.00 0.00 025 uzao-o.zs 7.30 Sieve Number Sieve Size Sieve Size Grams % Weight Cum. Grams C. % Weight (Phi) (Millimeters) Retained Retained Retained Retained 4 -2.25 4.76 0.00 0.00 0.00 0.00 7 -1.50 2.83 0.00 0.00 0.00 0.00 10 -1.00 2.00 0.10 0.05 0.10 0.05 14 -0.50 1.41 0.00 0.00 0.10 0.05 18 0.00 1.00 0.20 0.10 0.30 0.15 25 0.50 0.71 0.30 0.15 0.60 0.30 35 1.00 0.50 0.50 0.25 1.10 0.55 45 1.50 0.35 2.40 1.20 3.50 1.75 60 2.00 0.25 18.90 9.45 22.40 1120 � 70 2.25 0.21 47.70 23.85 70.10 35.05 80 2.50 0.18 98.80 49.40 168.90 84.45 ° 100 2.75 0.15 21.40 10.70 190.30 95.15 120 3.00 0.13 8.10 4.05 198.40 9920 170 3.50 0.09 1.10 0.55 199.50 99.75 200 3.75 0.07 0.00 0.00 199.50 99.75 230 4.00 0.06 0.00 0.00 199.50 99.75 � � � o Phi 5 Phi 16 Phi 25 Phi 50 Phi 75 Phi 84 Phi 95 2.75 2.50 2.45 2.33 2.14 2.05 1.67 � gMoment Mean Phi Mean mm Sorting Skewness Kurtosis g Statistics 228 021 0.33 -2.02 16.85 134 Granularmetric Report Oep�hs antl elevalions basetl on measuretl values Project Name: New Topsail Inlet Maintenance Dre ging �M��ra�eres� i4 avravercins Sample Name: TB-11-VB-11 #2 Gahagan &Bryant Associates of North Camlina 295-A N.Green Meadows Dr. Analysis Date: 10-13-11 Wilminpgton,NC 284053933 Analyzed By: JCP fahc 91 031 3-6 8 22 eanir��np rvonnir��np coommaasy�am� e�auo��np 2,402,863 22Q510 North Carolina State Plane -132 MLW uscs�. �n��u.. comrr�m:� onwaiqn�l�l wasnwabn�l�l va�r»�am�l�l s�a�oss(nol Finas(nol aqam�(nol car�a�as(nol snaus(nop #200-3.05 200.00 200.00 3.60 0.45 uzao-zzs 7.30 Sieve Number Sieve Size Sieve Size Grams % Weight Cum. Grams C. % Weight (Phi) (Millimeters) Retained Retained Retained Retained 4 -2.25 4.76 7.00 3.50 7.00 3.50 7 -1.50 2.83 3.80 1.90 10.80 5.40 10 -1.00 2.00 2.10 1.05 12.90 6.45 14 -0.50 1.41 2.00 1.00 14.90 7.45 18 0.00 1.00 2.80 1.40 17.70 8.85 25 0.50 0.71 4.20 2.10 21.90 10.95 35 1.00 0.50 6.30 3.15 2820 14.10 45 1.50 0.35 12.80 6.40 41.00 20.50 60 2.00 0.25 25.00 12.50 66.00 33.00 � 70 2.25 0.21 29.00 14.50 95.00 47.50 80 2.50 0.18 63.60 31.80 158.60 79.30 ° 100 2.75 0.15 15.10 7.55 173.70 86.85 120 3.00 0.13 14.60 7.30 188.30 94.15 170 3.50 0.09 5.60 2.80 193.90 96.95 200 3.75 0.07 0.00 0.00 193.90 96.95 230 4.00 0.06 1.60 0.80 195.50 97.75 � � � o Phi 5 Phi 16 Phi 25 Phi 50 Phi 75 Phi 84 Phi 95 3.23 2.66 2.47 2.27 1.68 1.15 -1.66 � gMoment Mean Phi Mean mm Sorting Skewness Kurtosis g Statistics 1.81 029 0.98 -1.46 6.46 135 Granularmetric Report Oep�hs antl elevalions basetl on measuretl values Project Name: New Topsail Inlet Maintenance Dre ging �M��ra�eres� i4 avravercins Sample Name: TB-11-VB-12#1 Gahagan &Bryant Associates of North Camlina 295-A N.Green Meadows Dr. Analysis Date: 10-24-11 Wilminpgton,NC 284053933 Analyzed By: JCP fahc 91 031 3-6 8 22 eanir��np rvonnir��np coommaasy�am� e�auo��np 2,403,501 22Q577 North Carolina State Plane -2.9 MLW uscs�. �n��u.. comrr�m:� SP onwaiqn�l�l wasnwabn�l�l va�r»�am�l�l s�a�oss(nol Finas(nol aqam�(nol car�a�as(nol snaus(nop #200-0.30 200.00 200.00 0.00 0.30 u230-0.30 7.50 Sieve Number Sieve Size Sieve Size Grams % Weight Cum. Grams C. % Weight (Phi) (Millimeters) Retained Retained Retained Retained 4 -2.25 4.76 0.00 0.00 0.00 0.00 7 -1.50 2.83 0.30 0.15 0.30 0.15 10 -1.00 2.00 0.30 0.15 0.60 0.30 14 -0.50 1.41 0.50 0.25 1.10 0.55 18 0.00 1.00 1.10 0.55 2.20 1.10 25 0.50 0.71 2.10 1.05 4.30 2.15 35 1.00 0.50 3.50 1.75 7.80 3.90 45 1.50 0.35 14.30 7.15 22.10 11.05 60 2.00 0.25 5420 27.10 76.30 38.15 � 70 2.25 0.21 4720 23.60 123.50 61.75 80 2.50 0.18 51.10 25.55 174.60 87.30 ° 100 2.75 0.15 13.70 6.85 188.30 94.15 120 3.00 0.13 8.80 4.40 197.10 98.55 170 3.50 0.09 2.30 1.15 199.40 99.70 200 3.75 0.07 0.00 0.00 199.40 99.70 230 4.00 0.06 0.00 0.00 199.40 99.70 � � � o Phi 5 Phi 16 Phi 25 Phi 50 Phi 75 Phi 84 Phi 95 2.80 2.47 2.38 2.13 1.76 1.59 1.08 � gMoment Mean Phi Mean mm Sorting Skewness Kurtosis g Statistics 2.03 024 0.57 -1.8 10.39 136 Granularmetric Report Oep�hs antl elevalions basetl on measuretl values Project Name: New Topsail Inlet Maintenance Dre ging �M��ra�eres� i4 avravercins Sample Name: TB-11-VB-13#1 Gahagan &Bryant Associates of North Camlina 295-A N.Green Meadows Dr. Analysis Date: 10-24-11 Wilminpgton,NC 284053933 Analyzed By: JCP fahc 91 031 3-6 8 22 eanir��np rvonnir��np coommaasy�am� e�auo��np 2,403,646 22Q178 North Carolina State Plane -8.3 MLW uscs�. �n��u.. comrr�m:� onwaiqn�l�l wasnwabn�l�l va�r»�am�l�l s�a�oss(nol Finas(nol aqam�(nol car�a�as(nol snaus(nop uzoo-o zo 200.00 200.00 0.00 020 uzao-o.zo 770 Sieve Number Sieve Size Sieve Size Grams % Weight Cum. Grams C. % Weight (Phi) (Millimeters) Retained Retained Retained Retained 4 -2.25 4.76 0.50 0.25 0.50 0.25 7 -1.50 2.83 0.40 0.20 0.90 0.45 10 -1.00 2.00 0.50 0.25 1.40 0.70 14 -0.50 1.41 1.00 0.50 2.40 1.20 18 0.00 1.00 2.20 1.10 4.60 2.30 25 0.50 0.71 3.50 1.75 8.10 4.05 35 1.00 0.50 6.00 3.00 14.10 7.05 45 1.50 0.35 23.50 11.75 37.60 18.80 60 2.00 0.25 68.60 34.30 106.20 53.10 � 70 2.25 0.21 42.10 21.05 148.30 74.15 80 2.50 0.18 36.50 1825 184.80 92.40 ° 100 2.75 0.15 9.50 4.75 194.30 97.15 120 3.00 0.13 4.40 2.20 198.70 99.35 170 3.50 0.09 0.90 0.45 199.60 99.80 200 3.75 0.07 0.00 0.00 199.60 99.80 230 4.00 0.06 0.00 0.00 199.60 99.80 � � � o Phi 5 Phi 16 Phi 25 Phi 50 Phi 75 Phi 84 Phi 95 2.64 2.38 2.26 1.95 1.59 1.38 0.66 � gMoment Mean Phi Mean mm Sorting Skewness Kurtosis g Statistics 1.84 028 0.62 -1.68 8.57 13] Granularmetric Report Oep�hs antl elevalions basetl on measuretl values Project Name: New Topsail Inlet Maintenance Dre ging �M��ra�eres� i4 avravercins Sample Name: TB-11-VB-14#1 Gahagan &Bryant Associates of North Camlina 295-A N.Green Meadows Dr. Analysis Date: 10-24-11 Wilminpgton,NC 284053933 Analyzed By: JCP fahc 91 031 3-6 8 22 eanir��np rvonnir��np coommaasy�am� e�auo��np 2,404,425 22Q664 North Carolina State Plane -3.0 MLW uscs�. �n��u.. comrr�m:� onwaiqn�l�l wasnwabn�l�l va�r»�am�l�l s�a�oss(nol Finas(nol aqam�(nol car�a�as(nol snaus(nop uzoo-o 00 200.00 200.00 0.00 0.00 uzao-o.o0 7.90 Sieve Number Sieve Size Sieve Size Grams % Weight Cum. Grams C. % Weight (Phi) (Millimeters) Retained Retained Retained Retained 4 -2.25 4.76 4.30 2.15 4.30 2.15 7 -1.50 2.83 0.20 0.10 4.50 2.25 10 -1.00 2.00 0.20 0.10 4.70 2.35 14 -0.50 1.41 0.20 0.10 4.90 2.45 18 0.00 1.00 0.30 0.15 5.20 2.60 25 0.50 0.71 0.70 0.35 5.90 2.95 35 1.00 0.50 1.50 0.75 7.40 3.70 45 1.50 0.35 7.60 3.80 15.00 7.50 60 2.00 0.25 32.60 16.30 47.60 23.80 � 70 2.25 0.21 31.40 15.70 79.00 39.50 80 2.50 0.18 75.60 37.80 154.60 77.30 ° 100 2.75 0.15 28.00 14.00 182.60 91.30 120 3.00 0.13 13.90 6.95 196.50 9825 170 3.50 0.09 3.40 1.70 199.90 99.95 200 3.75 0.07 0.10 0.05 200.00 100.00 230 4.00 0.06 0.00 0.00 200.00 100.00 � � � o Phi 5 Phi 16 Phi 25 Phi 50 Phi 75 Phi 84 Phi 95 2.88 2.62 2.48 2.32 2.02 1.76 1.17 � gMoment Mean Phi Mean mm Sorting Skewness Kurtosis g Statistics 2.13 023 0.49 -128 11.45 138 Granularmetric Report Oep�hs antl elevalions basetl on measuretl values Project Name: New Topsail Inlet Maintenance Dre ging �M��ra�eres� i4 avravercins Sample Name: TB-11-VB-15#1 Gahagan &Bryant Associates of North Camlina 295-A N.Green Meadows Dr. Analysis Date: 10-24-11 Wilminpgton,NC 284053933 Analyzed By: JCP fahc 91 031 3-6 8 22 eanir��np rvonnir��np coommaasy�am� e�auo��np 2,405,454 221,106 North Carolina State Plane -77 MLW uscs�. �n��u.. comrr�m:� onwaiqn�l�l wasnwabn�l�l va�r»�am�l�l s�a�oss(nol Finas(nol aqam�(nol car�a�as(nol snaus(nop #200-0.30 200.00 200.00 0.00 0.30 uzao-o.ao 23.40 Sieve Number Sieve Size Sieve Size Grams % Weight Cum. Grams C. % Weight (Phi) (Millimeters) Retained Retained Retained Retained 4 -2.25 4.76 1.50 0.75 1.50 0.75 7 -1.50 2.83 3.30 1.65 4.80 2.40 10 -1.00 2.00 4.40 2.20 9.20 4.60 14 -0.50 1.41 6.50 3.25 15.70 7.85 18 0.00 1.00 8.20 4.10 23.90 11.95 25 0.50 0.71 9.60 4.80 33.50 16.75 35 1.00 0.50 10.10 5.05 43.60 21.80 45 1.50 0.35 15.80 7.90 59.40 29.70 60 2.00 0.25 4120 20.60 100.60 50.30 � 70 2.25 0.21 38.40 1920 139.00 69.50 80 2.50 0.18 42.70 21.35 181.70 90.85 ° 100 2.75 0.15 11.10 5.55 192.80 96.40 120 3.00 0.13 5.50 2.75 198.30 99.15 170 3.50 0.09 1.10 0.55 199.40 99.70 200 3.75 0.07 0.00 0.00 199.40 99.70 230 4.00 0.06 0.00 0.00 199.40 99.70 � � � o Phi 5 Phi 16 Phi 25 Phi 50 Phi 75 Phi 84 Phi 95 2.69 2.42 2.31 1.99 1.20 0.42 -0.94 � gMoment Mean Phi Mean mm Sorting Skewness Kurtosis g Statistics 1.56 0.34 1.07 -1.34 425 139 Granularmetric Report Oep�hs antl elevalions basetl on measuretl values Project Name: New Topsail Inlet Maintenance Dre ging �M��ra�eres� i4 avravercins Sample Name: TB-11-VB-15#2 Gahagan &Bryant Associates of North Camlina 295-A N.Green Meadows Dr. Analysis Date: 10-24-11 Wilminpgton,NC 284053933 Analyzed By: JCP fahc 91 031 3-6 8 22 eanir��np rvonnir��np coommaasy�am� e�auo��np 2,405,454 221,106 North Carolina State Plane -14.0 MLW uscs�. �n��u.. comrr�m:� onwaiqn�l�l wasnwabn�l�l va�r»�am�l�l s�a�oss(nol Finas(nol aqam�(nol car�a�as(nol snaus(nop uzoo-o zs 200.00 200.00 0.00 025 uzao-o.zs 23.40 Sieve Number Sieve Size Sieve Size Grams % Weight Cum. Grams C. % Weight (Phi) (Millimeters) Retained Retained Retained Retained 4 -2.25 4.76 1320 6.60 1320 6.60 7 -1.50 2.83 10.80 5.40 24.00 12.00 10 -1.00 2.00 10.00 5.00 34.00 17.00 14 -0.50 1.41 1420 7.10 4820 24.10 18 0.00 1.00 20.70 10.35 68.90 34.45 25 0.50 0.71 2320 11.60 92.10 46.05 35 1.00 0.50 37.70 18.85 129.80 64.90 45 1.50 0.35 41.40 20.70 171.20 85.60 60 2.00 0.25 17.50 8.75 188.70 94.35 � 70 2.25 0.21 3.70 1.85 192.40 9620 80 2.50 0.18 5.90 2.95 198.30 99.15 ° 100 2.75 0.15 0.90 0.45 199.20 99.60 120 3.00 0.13 0.30 0.15 199.50 99.75 170 3.50 0.09 0.00 0.00 199.50 99.75 200 3.75 0.07 0.00 0.00 199.50 99.75 230 4.00 0.06 0.00 0.00 199.50 99.75 � � � o Phi 5 Phi 16 Phi 25 Phi 50 Phi 75 Phi 84 Phi 95 2.09 1.46 124 0.60 -0.46 -1.10 � gMoment Mean Phi Mean mm Sorting Skewness Kurtosis g Statistics 0.29 0.82 1.06 0.09 2.47 �ao Granularmetric Report �PE�` Depths and elevffiions based on measured values Projed Name: Topsail Beach Sand Search g Sample Name: TBVC-07-02#1 2481 NW Bocla Raton gEngiBoca�Raton d Analysis Date: FL 33431 ph(561)391-8102 Analyzed By: fm�(561)391-9116 �sme(r9�. mo�ame(r9�. coomma�asysam: ea�ano�(r9�. 2,407,685 216,446 North Carolina State Plane -29.5 NAVD 88 USCS Munsel[ y�/BISVfi/1 Commen�s DrySVf/1 SP wasnedsv��1 o�ywa�en�CN�. wasnwa�en�CN�. va�aa�amaaCN�. s�a�aws(i)�. Finasi)�. o�ea��6(i)�. camo�a�as(i)�. snauHas,�i7�. #20 -2.79 82.56 80.84 0.19 0.10 #230-2.40 1 Sieve Number Sieve Size Sieve Size Grams %Weight Cum. Grams C. %Weight (Phi) (Millimeters) Retained Retained Retained Retained 3/4" -4.25 19.03 0.00 0.00 0.00 0.00 5/8" -4.00 16.00 0.00 0.00 0.00 0.00 7/16" -3.50 11.31 0.00 0.00 0.00 0.00 5/16" -3.00 8.00 0.00 0.00 0.00 0.00 4 -2.25 4.76 0.31 0.38 0.31 0.38 e � 5 -2.00 4.00 0.14 0.17 0.45 0.55 7 -1.50 2.83 0.33 0.40 0.78 0.95 10 -1.00 2.00 0.23 0.28 1.01 1.23 14 -0.50 1.41 0.25 0.30 1.26 1.53 18 0.00 1.00 0.24 0.29 1.50 1.82 25 0.50 0.71 0.35 0.42 1.85 2.24 35 1.00 0.50 0.48 0.58 2.33 2.82 45 1.50 0.35 0.73 0.88 3.06 3.70 � 60 2.00 0.25 1.54 1.87 4.60 5.57 80 2.50 0.18 11.02 13.35 15.62 18.92 � 120 3.00 0.13 48.98 59.33 64.60 78.25 a 170 3.50 0.09 14.44 17.49 79.04 95.74 200 3.75 0.07 1.21 1.47 80.25 97.21 230 4.00 0.06 0.32 0.39 80.57 97.60 � � snauHasnaiaia�aar,om��aias��a�aors,au<a.�smma�a>zsmm Phi 5 Phi 16 Phi 25 Phi 50 Phi 75 Phi 84 Phi 95 3.48 3.16 2.97 2.76 2.55 2.39 1.85 � Moment Mean Phi Mean mm Sorting Skewness Kurtosis 3 � Statistics 2.65 0.16 072 -4.13 25.8 �a� Granularmetric Report �PE�` Depths and elevffiions based on measured values Projed Name: Topsail Beach Sand Search g Sample Name: TBVC-07-02#2 2481 NW Bocla Raton gEngiBoca�Raton d Analysis Date: 07-22-07 FL 33431 ph(561)391-8102 Analyzed By: KD fm�(561)391-9116 �sme(r9�. mo�ame(r9�. coomma�asysam: ea�ano�(r9�. 2,407,685 216,446 North Carolina State Plane -33.5 NAVD 88 USCS Munsel[ y�/BISVlI/1 Commen�s DrySVf/1 SP wasnedsv��1 o�ywa�en�CN�. wasnwa�en�CN�. va�aa�amaaCN�. s�a�aws(i)�. Finasi)�. o�ea��6(i)�. camo�a�as(i)�. snauHas,�i7�. #20 -4.98 91.18 87.19 0.07 0.00 #230-4.44 1 Sieve Number Sieve Size Sieve Size Grams %Weight Cum. Grams C. %Weight (Phi) (Millimeters) Retained Retained Retained Retained 3/4" -4.25 19.03 0.00 0.00 0.00 0.00 5/8" -4.00 16.00 0.00 0.00 0.00 0.00 7/16" -3.50 11.31 0.00 0.00 0.00 0.00 5/16" -3.00 8.00 0.00 0.00 0.00 0.00 3.5 -2.50 5.66 0.00 0.00 0.00 0.00 e � 4 -2.25 4.76 0.00 0.00 0.00 0.00 5 -2.00 4.00 0.00 0.00 0.00 0.00 7 -1.50 2.83 0.49 0.54 0.49 0.54 10 -1.00 2.00 0.47 0.52 0.96 1.06 14 -0.50 1.41 0.61 0.67 1.57 1.73 18 0.00 1.00 0.45 0.49 2.02 2.22 25 0.50 0.71 0.49 0.54 2.51 2.76 35 1.00 0.50 0.60 0.66 3.11 3.42 � 45 1.50 0.35 1.12 1.23 4.23 4.65 60 2.00 0.25 1.77 1.94 6.00 6.59 � 80 2.50 0.18 7.35 8.06 13.35 14.65 a 120 3.00 0.13 46.12 50.58 59.47 65.23 170 3.50 0.09 25.50 27.97 84.97 93.20 200 3.75 0.07 1.66 1.82 86.63 95.02 � 230 4.00 0.06 0.49 0.54 87.12 95.56 � snauHasnaiaia�aar,om��aias��a�aors,au<a.�smma�a>zsmm Phi 5 Phi 16 Phi 25 Phi 50 Phi 75 Phi 84 Phi 95 3.75 3.34 3.17 2.85 2.60 2.51 1.59 � Moment Mean Phi Mean mm Sorting Skewness Kurtosis 3 � Statistics 272 0.15 075 -3.37 17.43 �az Granularmetric Report �PE�` Depths and elevffiions based on measured values Projed Name: Topsail Beach Sand Search g Sample Name: TBVC-07-02#3 2481 NW Bocla Raton gEngiBoca�Raton d Analysis Date: 07-1&07 FL 33431 ph(561)391-8102 Analyzed By: PB fm�(561)391-9116 �sme(r9�. mo�ame(r9�. coomma�asysam: ea�ano�(r9�. 2,407,685 216,446 North Carolina State Plane -35.3 NAVD 88 USCS Munsel[ y�/BISVS/1 Commen�s DrySVf/1 SP wasnedsv��1 o�ywa�en�CN�. wasnwa�en�CN�. va�aa�amaaCN�. s�a�aws(i)�. Finasi)�. o�ea��6(i)�. camo�a�as(i)�. snauHas,�i7�. #20 -3.49 82.08 79.47 0.03 0.02 #230-3.23 1 Sieve Number Sieve Size Sieve Size Grams %Weight Cum. Grams C. %Weight (Phi) (Millimeters) Retained Retained Retained Retained 3/4" -4.25 19.03 0.00 0.00 0.00 0.00 5/8" -4.00 16.00 0.00 0.00 0.00 0.00 7/16" -3.50 11.31 0.00 0.00 0.00 0.00 5/16" -3.00 8.00 0.00 0.00 0.00 0.00 3.5 -2.50 5.66 0.18 0.22 0.18 0.22 e � 4 -2.25 4.76 0.00 0.00 0.18 0.22 5 -2.00 4.00 0.14 0.17 0.32 0.39 7 -1.50 2.83 0.16 0.19 0.48 0.58 10 -1.00 2.00 0.21 0.26 0.69 0.84 14 -0.50 1.41 0.43 0.52 1.12 1.36 18 0.00 1.00 0.39 0.48 1.51 1.84 25 0.50 0.71 0.64 0.78 2.15 2.62 35 1.00 0.50 0.91 1.11 3.06 3.73 � 45 1.50 0.35 1.63 1.99 4.69 5.72 60 2.00 0.25 2.61 3.18 7.30 8.90 � 80 2.50 0.18 16.22 19.76 23.52 28.66 a 120 3.00 0.13 43.46 52.95 66.98 81.61 170 3.50 0.09 11.18 13.62 78.16 95.23 200 3.75 0.07 1.05 1.28 79.21 96.51 � 230 4.00 0.06 0.21 0.26 79.42 96.77 � snauHasnaiaia�aar,om��aias��a�aors,au<a.�smma�a>zsmm Phi 5 Phi 16 Phi 25 Phi 50 Phi 75 Phi 84 Phi 95 3.49 3.09 2.94 2.70 2.41 2.18 1.32 � Moment Mean Phi Mean mm Sorting Skewness Kurtosis 3 � Statistics 2.55 0.17 073 -324 1821 143 Granularmetric Report �PE�` Depths and elevffiions based on measured values Projed Name: Topsail Beach Sand Search g Sample Name: TBVC-07-02#4 2481 NW Bocla Raton gEngiBoca�Raton d Analysis Date: 07-1&07 FL 33431 ph(561)391-8102 Analyzed By: PB fm�(561)391-9116 �sme(r9�. mo�ame(r9�. coomma�asysam: ea�ano�(r9�. 2,407,685 216,446 North Carolina State Plane -34.4 NAVD 88 USCS Munsel[ y�/BISVlI/1 Commen�s Dry5V5/1 SW WashedSVS/1 o�ywa�en�CN�. wasnwa�en�CN�. va�aa�amaaCN�. s�a�aws(i)�. Finasi)�. o�ea��6(i)�. camo�a�as(i)�. snauHas,�i7�. #20 -3.51 99.61 96.33 0.05 0.00 #230-3.34 25 Sieve Number Sieve Size Sieve Size Grams %Weight Cum. Grams C. %Weight (Phi) (Millimeters) Retained Retained Retained Retained 3/4" -4.25 19.03 0.00 0.00 0.00 0.00 5/8" -4.00 16.00 9.49 9.53 9.49 9.53 7/16" -3.50 11.31 8.88 8.91 18.37 18.44 5/16" -3.00 8.00 6.33 6.35 24.70 24.79 3.5 -2.50 5.66 5.67 5.69 30.37 30.48 e � 4 -2.25 4.76 1.65 1.66 32.02 32.14 5 -2.00 4.00 3.80 3.81 35.82 35.95 7 -1.50 2.83 6.75 6.78 42.57 42.73 10 -1.00 2.00 6.22 6.24 48.79 48.97 14 -0.50 1.41 8.57 8.60 57.36 57.57 18 0.00 1.00 7.30 7.33 64.66 64.90 25 0.50 0.71 5.32 5.34 69.98 70.24 35 1.00 0.50 2.61 2.62 72.59 72.86 � 45 1.50 0.35 1.45 1.46 74.04 74.32 60 2.00 0.25 1.30 1.31 75.34 75.63 � 80 2.50 0.18 3.88 3.90 79.22 79.53 a 120 3.00 0.13 11.72 11.77 90.94 91.30 170 3.50 0.09 4.57 4.59 95.51 95.89 200 3.75 0.07 0.60 0.60 96.11 96.49 � 230 4.00 0.06 0.17 0.17 96.28 96.66 � snauHasnaiaia�aar,om��aias��a�aors,au<a.�smma�a>zsmm Phi 5 Phi 16 Phi 25 Phi 50 Phi 75 Phi 84 Phi 95 3.40 2.69 1.76 -0.94 -2.98 -3.64 -4.12 � Moment Mean Phi Mean mm Sorting Skewness Kurtosis 3 � Statistics -0.86 1.82 2.42 0.31 1.85 �aa Granularmetric Report �PE�` Depths and elevffiions based on measured values Projed Name: Topsail Beach Sand Search g Sample Name: TBVC-07-O6#1 2481 NW Bocla Raton gEngiBoca�Raton d Analysis Date: 07-2G07 FL 33431 ph(561)391-8102 Analyzed By: ST fm�(561)391-9116 �sme(r9�. mo�ame(r9�. coomma�asysam: ea�ano�(r9�. 2,406,364 216,577 North Carolina State Plane -11.9 NAVD 88 USCS Munsel[ y�/BISVfi/1 Commen�s DrySV-]/2 SP wasnedsv-��1 o�ywa�en�CN�. wasnwa�en�CN�. va�aa�amaaCN�. s�a�aws(i)�. Finasi)�. o�ea��6(i)�. camo�a�as(i)�. snauHas,�i7�. #20 -1.42 90.86 89.60 0.00 0.00 #230-1.39 1 Sieve Number Sieve Size Sieve Size Grams %Weight Cum. Grams C. %Weight (Phi) (Millimeters) Retained Retained Retained Retained 3/4" -4.25 19.03 0.00 0.00 0.00 0.00 5/8" -4.00 16.00 0.00 0.00 0.00 0.00 7/16" -3.50 11.31 0.00 0.00 0.00 0.00 5/16" -3.00 8.00 0.00 0.00 0.00 0.00 3.5 -2.50 5.66 0.00 0.00 0.00 0.00 e � 4 -2.25 4.76 0.00 0.00 0.00 0.00 5 -2.00 4.00 0.00 0.00 0.00 0.00 7 -1.50 2.83 0.06 0.07 0.06 0.07 10 -1.00 2.00 0.04 0.04 0.10 0.11 14 -0.50 1.41 0.04 0.04 0.14 0.15 18 0.00 1.00 0.11 0.12 0.25 0.27 25 0.50 0.71 0.52 0.57 0.77 0.84 35 1.00 0.50 1.80 1.98 2.57 2.82 � 45 1.50 0.35 7.02 7.73 9.59 10.55 60 2.00 0.25 16.28 17.92 25.87 28.47 � 80 2.50 0.18 44.12 48.56 69.99 77.03 a 120 3.00 0.13 18.10 19.92 88.09 96.95 170 3.50 0.09 1.35 1.49 89.44 98.44 200 3.75 0.07 0.13 0.14 89.57 98.58 � 230 4.00 0.06 0.03 0.03 89.60 98.61 � snauHasnaiaia�aar,om��aias��a�aors,au<a.�smma�a>zsmm Phi 5 Phi 16 Phi 25 Phi 50 Phi 75 Phi 84 Phi 95 2.95 2.67 2.48 2.22 1.90 1.65 1.14 � Moment Mean Phi Mean mm Sorting Skewness Kurtosis 3 � Statistics 2.15 023 0.53 -12 7.1 �as Granularmetric Report �PE�` Depths and elevffiions based on measured values Projed Name: Topsail Beach Sand Search g Sample Name: TBVC-07-O6#2 2481 NW Bocla Raton gEngiBoca�Raton d Analysis Date: 06-27-07 FL 33431 ph(561)391-8102 Analyzed By: KW/KR fm�(561)391-9116 �sme(r9�. mo�ame(r9�. coomma�asysam: ea�ano�(r9�. 2,406,364 216,577 North Carolina State Plane -15.6 NAVD 88 USCS Munsel[ y�/BISVfi/1 Commen�s DrySV-]/1 SP wasnedsv-��1 o�ywa�en�CN�. wasnwa�en�CN�. va�aa�amaaCN�. s�a�aws(i)�. Finasi)�. o�ea��6(i)�. camo�a�as(i)�. snauHas,�i7�. #20 -0.95 77.68 77.00 0.01 0.00 #230-0.90 1 Sieve Number Sieve Size Sieve Size Grams %Weight Cum. Grams C. %Weight (Phi) (Millimeters) Retained Retained Retained Retained 3/4" -4.25 19.03 0.00 0.00 0.00 0.00 5/8" -4.00 16.00 0.00 0.00 0.00 0.00 7/16" -3.50 11.31 0.00 0.00 0.00 0.00 5/16" -3.00 8.00 0.00 0.00 0.00 0.00 4 -2.25 4.76 0.00 0.00 0.00 0.00 e � 5 -2.00 4.00 0.00 0.00 0.00 0.00 7 -1.50 2.83 0.00 0.00 0.00 0.00 10 -1.00 2.00 0.00 0.00 0.00 0.00 14 -0.50 1.41 0.01 0.01 0.01 0.01 18 0.00 1.00 0.01 0.01 0.02 0.02 25 0.50 0.71 0.02 0.03 0.04 0.05 35 1.00 0.50 0.06 0.08 0.10 0.13 45 1.50 0.35 0.23 0.30 0.33 0.43 � 60 2.00 0.25 3.76 4.84 4.09 5.27 80 2.50 0.18 31.92 41.09 36.01 46.36 � 120 3.00 0.13 36.94 47.55 72.95 93.91 a 170 3.50 0.09 3.81 4.90 76.76 98.81 200 3.75 0.07 0.19 0.24 76.95 99.05 230 4.00 0.06 0.04 0.05 76.99 99.10 � � snauHasnaiaia�aar,om��aias��a�aors,au<a.�smma�a>zsmm Phi 5 Phi 16 Phi 25 Phi 50 Phi 75 Phi 84 Phi 95 3.11 2.90 2.80 2.54 2.24 2.13 1.97 � Moment Mean Phi Mean mm Sorting Skewness Kurtosis 3 � Statistics 2.51 0.18 0.35 -0.43 5.34 �as Granularmetric Report �PE�` Depths and elevffiions based on measured values Projed Name: Topsail Beach Sand Search g Sample Name: TBVC-07-O6#3 2481 NW Bocla Raton gEngiBoca�Raton d Analysis Date: 07-22-07 FL 33431 ph(561)391-8102 Analyzed By: PB fm�(561)391-9116 �sme(r9�. mo�ame(r9�. coomma�asysam: ea�ano�(r9�. 2,406,364 216,577 North Carolina State Plane -19.4 NAVD 88 USCS Munsel[ y�/BISVfi/1 Commen�s DrySVf/1 SP wasnedsv��1 o�ywa�en�CN�. wasnwa�en�CN�. va�aa�amaaCN�. s�a�aws(i)�. Finasi)�. o�ea��6(i)�. camo�a�as(i)�. snauHas,�i7�. #20 -1.25 87.22 86.17 0.01 0.01 #230-1.23 1 Sieve Number Sieve Size Sieve Size Grams %Weight Cum. Grams C. %Weight (Phi) (Millimeters) Retained Retained Retained Retained 3/4" -4.25 19.03 0.00 0.00 0.00 0.00 5/8" -4.00 16.00 0.00 0.00 0.00 0.00 7/16" -3.50 11.31 0.00 0.00 0.00 0.00 5/16" -3.00 8.00 0.00 0.00 0.00 0.00 3.5 -2.50 5.66 0.00 0.00 0.00 0.00 e � 4 -2.25 4.76 0.00 0.00 0.00 0.00 5 -2.00 4.00 0.00 0.00 0.00 0.00 7 -1.50 2.83 0.01 0.01 0.01 0.01 10 -1.00 2.00 0.04 0.05 0.05 0.06 14 -0.50 1.41 0.05 0.06 0.10 0.12 18 0.00 1.00 0.10 0.11 0.20 0.23 25 0.50 0.71 0.21 0.24 0.41 0.47 35 1.00 0.50 0.62 0.71 1.03 1.18 � 45 1.50 0.35 3.22 3.69 4.25 4.87 60 2.00 0.25 15.57 17.85 19.82 22.72 � 80 2.50 0.18 42.51 48.74 62.33 71.46 a 120 3.00 0.13 22.52 25.82 84.85 97.28 170 3.50 0.09 1.23 1.41 86.08 98.69 200 3.75 0.07 0.05 0.06 86.13 98.75 � 230 4.00 0.06 0.02 0.02 86.15 98.77 � snauHasnaiaia�aar,om��aias��a�aors,au<a.�smma�a>zsmm Phi 5 Phi 16 Phi 25 Phi 50 Phi 75 Phi 84 Phi 95 2.96 2.74 2.57 2.28 2.02 1.81 1.50 � Moment Mean Phi Mean mm Sorting Skewness Kurtosis 3 � Statistics 225 021 0.46 -1.17 7.91 �a� Granularmetric Report �PE�` Depths and elevffiions based on measured values Projed Name: Topsail Beach Sand Search g Sample Name: TBVC-07-11 #1 2481 NW Bocla Raton gEngiBoca�Raton d Analysis Date: 07-22-07 FL 33431 ph(561)391-8102 Analyzed By: PB fm�(561)391-9116 �sme(r9�. mo�ame(r9�. coomma�asysam: ea�ano�(r9�. 2,406,765 216,129 North Carolina State Plane -20.5 NAVD 88 USCS Munsel[ y�/BISV-�/1 Commen�s DrySVf/1 SP wasnedsv-��1 o�ywa�en�CN�. wasnwa�en�CN�. va�aa�amaaCN�. s�a�aws(i)�. Finasi)�. o�ea��6(i)�. camo�a�as(i)�. snauHas,�i7�. #20 -1.34 90.57 89.44 0.02 0.00 #230-1.27 1 Sieve Number Sieve Size Sieve Size Grams %Weight Cum. Grams C. %Weight (Phi) (Millimeters) Retained Retained Retained Retained 3/4" -4.25 19.03 0.00 0.00 0.00 0.00 5/8" -4.00 16.00 0.00 0.00 0.00 0.00 7/16" -3.50 11.31 0.00 0.00 0.00 0.00 5/16" -3.00 8.00 0.00 0.00 0.00 0.00 3.5 -2.50 5.66 0.00 0.00 0.00 0.00 e � 4 -2.25 4.76 0.00 0.00 0.00 0.00 5 -2.00 4.00 0.00 0.00 0.00 0.00 7 -1.50 2.83 0.01 0.01 0.01 0.01 10 -1.00 2.00 0.00 0.00 0.01 0.01 14 -0.50 1.41 0.01 0.01 0.02 0.02 18 0.00 1.00 0.00 0.00 0.02 0.02 25 0.50 0.71 0.01 0.01 0.03 0.03 35 1.00 0.50 0.03 0.03 0.06 0.06 � 45 1.50 0.35 0.13 0.14 0.19 0.20 60 2.00 0.25 1.45 1.60 1.64 1.80 � 80 2.50 0.18 29.87 32.98 31.51 34.78 a 120 3.00 0.13 52.01 57.43 83.52 92.21 170 3.50 0.09 5.54 6.12 89.06 98.33 200 3.75 0.07 0.30 0.33 89.36 98.66 � 230 4.00 0.06 0.06 0.07 89.42 98.73 � snauHasnaiaia�aar,om��aias��a�aors,au<a.�smma�a>zsmm Phi 5 Phi 16 Phi 25 Phi 50 Phi 75 Phi 84 Phi 95 3.23 2.93 2.85 2.63 2.35 2.22 2.05 � Moment Mean Phi Mean mm Sorting Skewness Kurtosis 3 � Statistics 2.6 0.16 0.32 -0.6 8.86 �aa Granularmetric Report �PE�` Depths and elevffiions based on measured values Projed Name: Topsail Beach Sand Search g Sample Name: TBVC-07-11 #2 2481 NW Bocla Raton gEngiBoca�Raton d Analysis Date: 07-1507 FL 33431 ph(561)391-8102 Analyzed By: KD fm�(561)391-9116 �sme(r9�. mo�ame(r9�. coomma�asysam: ea�ano�(r9�. 2,406,765 216,129 North Carolina State Plane -23.0 NAVD 88 USCS Munsel[ y�/BISV-�/1 Commen�s DrySV-]/1 SP wasnedsv-��1 o�ywa�en�CN�. wasnwa�en�CN�. va�aa�amaaCN�. s�a�aws(i)�. Finasi)�. o�ea��6(i)�. camo�a�as(i)�. snauHas,�i7�. #20 -1.48 96.15 94.81 0.02 0.02 #230-1.44 1 Sieve Number Sieve Size Sieve Size Grams %Weight Cum. Grams C. %Weight (Phi) (Millimeters) Retained Retained Retained Retained 3/4" -4.25 19.03 0.00 0.00 0.00 0.00 5/8" -4.00 16.00 0.00 0.00 0.00 0.00 7/16" -3.50 11.31 0.00 0.00 0.00 0.00 5/16" -3.00 8.00 0.00 0.00 0.00 0.00 3.5 -2.50 5.66 0.00 0.00 0.00 0.00 e � 4 -2.25 4.76 0.00 0.00 0.00 0.00 5 -2.00 4.00 0.04 0.04 0.04 0.04 7 -1.50 2.83 0.00 0.00 0.04 0.04 10 -1.00 2.00 0.01 0.01 0.05 0.05 14 -0.50 1.41 0.07 0.07 0.12 0.12 18 0.00 1.00 0.04 0.04 0.16 0.16 25 0.50 0.71 0.12 0.12 0.28 0.28 35 1.00 0.50 0.18 0.19 0.46 0.47 � 45 1.50 0.35 0.49 0.51 0.95 0.98 60 2.00 0.25 3.39 3.53 4.34 4.51 � 80 2.50 0.18 33.45 34.79 37.79 39.30 a 120 3.00 0.13 52.06 54.14 89.85 93.44 170 3.50 0.09 4.74 4.93 94.59 98.37 200 3.75 0.07 0.14 0.15 94.73 98.52 � 230 4.00 0.06 0.04 0.04 94.77 98.56 � snauHasnaiaia�aar,om��aias��a�aors,au<a.�smma�a>zsmm Phi 5 Phi 16 Phi 25 Phi 50 Phi 75 Phi 84 Phi 95 3.16 2.91 2.83 2.60 2.29 2.17 2.01 � Moment Mean Phi Mean mm Sorting Skewness Kurtosis 3 � Statistics 2.54 0.17 0.38 -2.18 20.19 149 Granularmetric Report �PE�` Depths and elevffiions based on measured values Projed Name: Topsail Beach Sand Search g Sample Name: TBVC-07-15#1 2481 NW Bocla Raton gEngiBoca�Raton d Analysis Date: 07-1G07 FL 33431 ph(561)391-8102 Analyzed By: JG fm�(561)391-9116 �sme(r9�. mo�ame(r9�. coomma�asysam: ea�ano�(r9�. 2,406,052 215,803 North Carolina State Plane -20.1 NAVD 88 USCS Munsel[ y�/BISV-�/1 Commen�s DrySV-]/1 SP wasnedsv-��1 o�ywa�en�CN�. wasnwa�en�CN�. va�aa�amaaCN�. s�a�aws(i)�. Finasi)�. o�ea��6(i)�. camo�a�as(i)�. snauHas,�i7�. #20 -1.35 83.57 82.57 0.00 0.07 #230-1.25 1 Sieve Number Sieve Size Sieve Size Grams %Weight Cum. Grams C. %Weight (Phi) (Millimeters) Retained Retained Retained Retained 3/4" -4.25 19.03 0.00 0.00 0.00 0.00 5/8" -4.00 16.00 0.00 0.00 0.00 0.00 7/16" -3.50 11.31 0.00 0.00 0.00 0.00 5/16" -3.00 8.00 0.00 0.00 0.00 0.00 3.5 -2.50 5.66 0.00 0.00 0.00 0.00 e � 4 -2.25 4.76 0.00 0.00 0.00 0.00 5 -2.00 4.00 0.00 0.00 0.00 0.00 7 -1.50 2.83 0.04 0.05 0.04 0.05 10 -1.00 2.00 0.01 0.01 0.05 0.06 14 -0.50 1.41 0.00 0.00 0.05 0.06 18 0.00 1.00 0.01 0.01 0.06 0.07 25 0.50 0.71 0.04 0.05 0.10 0.12 35 1.00 0.50 0.03 0.04 0.13 0.16 � 45 1.50 0.35 0.06 0.07 0.19 0.23 60 2.00 0.25 0.59 0.71 0.78 0.94 � 80 2.50 0.18 18.34 21.95 19.12 22.89 a 120 3.00 0.13 53.30 63.78 72.42 86.67 170 3.50 0.09 9.71 11.62 82.13 98.29 200 3.75 0.07 0.30 0.36 82.43 98.65 � 230 4.00 0.06 0.08 0.10 82.51 98.75 � snauHasnaiaia�aar,om��aias��a�aors,au<a.�smma�a>zsmm Phi 5 Phi 16 Phi 25 Phi 50 Phi 75 Phi 84 Phi 95 3.36 2.98 2.91 2.71 2.52 2.34 2.09 � Moment Mean Phi Mean mm Sorting Skewness Kurtosis 3 � Statistics 2.69 0.15 0.33 -172 2274 �so Granularmetric Report �PE�` Depths and elevffiions based on measured values Projed Name: Topsail Beach Sand Search g Sample Name: TBVC-07-15#2 2481 NW Bocla Raton gEngiBoca�Raton d Analysis Date: 07-1G07 FL 33431 ph(561)391-8102 Analyzed By: JG fm�(561)391-9116 �sme(r9�. mo�ame(r9�. coomma�asysam: ea�ano�(r9�. 2,406,052 215,803 North Carolina State Plane -237 NAVD 88 USCS Munsel[ y�/BISV-�/1 Commen�s DrySV-]/1 SP wasnedsv-��1 o�ywa�en�CN�. wasnwa�en�CN�. va�aa�amaaCN�. s�a�aws(i)�. Finasi)�. o�ea��6(i)�. camo�a�as(i)�. snauHas,�i7�. #20 -1.75 91.49 90.07 0.02 0.04 #230-1.63 1 Sieve Number Sieve Size Sieve Size Grams %Weight Cum. Grams C. %Weight (Phi) (Millimeters) Retained Retained Retained Retained 3/4" -4.25 19.03 0.00 0.00 0.00 0.00 5/8" -4.00 16.00 0.00 0.00 0.00 0.00 7/16" -3.50 11.31 0.00 0.00 0.00 0.00 5/16" -3.00 8.00 0.00 0.00 0.00 0.00 3.5 -2.50 5.66 0.00 0.00 0.00 0.00 e � 4 -2.25 4.76 0.14 0.15 0.14 0.15 5 -2.00 4.00 0.00 0.00 0.14 0.15 7 -1.50 2.83 0.00 0.00 0.14 0.15 10 -1.00 2.00 0.01 0.01 0.15 0.16 14 -0.50 1.41 0.03 0.03 0.18 0.19 18 0.00 1.00 0.02 0.02 0.20 0.21 25 0.50 0.71 0.03 0.03 0.23 0.24 35 1.00 0.50 0.06 0.07 0.29 0.31 � 45 1.50 0.35 0.18 0.20 0.47 0.51 60 2.00 0.25 1.77 1.93 2.24 2.44 � 80 2.50 0.18 23.93 26.16 26.17 28.60 a 120 3.00 0.13 53.26 58.21 79.43 86.81 170 3.50 0.09 10.03 10.96 89.46 97.77 200 3.75 0.07 0.44 0.48 89.90 98.25 � 230 4.00 0.06 0.11 0.12 90.01 98.37 � snauHasnaiaia�aar,om��aias��a�aors,au<a.�smma�a>zsmm Phi 5 Phi 16 Phi 25 Phi 50 Phi 75 Phi 84 Phi 95 3.37 2.98 2.90 2.68 2.43 2.26 2.05 � Moment Mean Phi Mean mm Sorting Skewness Kurtosis 3 � Statistics 2.64 0.16 0.41 -3.46 41.44 �s� APPENDIX A Section 4 New Topsail Inlet Maintenance Dredging Vibracore Photographs 152 °r°c3vvMrriy' cst= ,..:: "a�+awru"css= .��'.. 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(0' Tie in MHW at +5.0' 700 800 900 1000 1100 1200 1300 1400 H Scale : 1" = 100' V Scale : 1" = 10' Vertical Datum : NAVD88 000+00,0 08/29/2011 (Post Hurr, Irene) 000+00.0 04/10/2011 (Post Construction) R nc -Fi e t( Runout Section: Tie into existing +5.0' MHW 20.0 20.0 10.0 10.0 ffllrf�f 6 -10.0 -10.0 -20.0 -20.0 30.0 30.0 20.0 20.0 10.0 10.0 �* I -10.0 -10.0 -20.0 -20.0 30.0 30.0 20.0 20.0 10.0 10.0 -10.0 -10.0 -20.0 -20.0 I CERTIFY THAT THESE PLANS ARE IN COMPLIANCE WITH SEAL CD U-) Co 0 CD TOLERANCE 0.5 FT THE APPLICABLE SECTIONS OF TITLE 21, CHAPTER 56. > 049+92,2 08/29/2011 (Post Hurr, I-ene) 049+9= 04/10/2011 (Post Construction) 5 7' 7' +5.0' Tie in MHW at +5.0' - - - - - - - - - - - 300 400 500 600 700 SDO 900 100D H Scale : 1" = 100' V Scale : 1" = 10' Vertical Datum : NAVD88 039+93,2 08/29/201 1 (Post Hurr, Irene) 039+93�2 04/10/2011 (Post Construction) 646' + 5. O�' Tie in MHW at +5.0' S slo a,- 300 400 500 600 700 800 900 1000 H Scale : 1" = 100' V Scale : 1" = 10' Vertical Datum : NAVD88 029+93,5 08/29/2011 (Post Hurr, Irene) 029+93�5 04/10/2011 (Post Construction) 6 101' +5.0' Tie i n at +5.0' 900 1000 1100 1200 1300 1400 1500 1600 H Scale : 1" = 100' V Scale : 1" = 10' Vertical Datum : NAVD88 20.0 20.0 10.0 10.0 ffllrf�f 6 -10.0 -10.0 -20.0 -20.0 30.0 30.0 20.0 20.0 10.0 10.0 �* I -10.0 -10.0 -20.0 -20.0 30.0 30.0 20.0 20.0 10.0 10.0 -10.0 -10.0 -20.0 -20.0 I CERTIFY THAT THESE PLANS ARE IN COMPLIANCE WITH SEAL CD U-) Co 0 CD TOLERANCE 0.5 FT THE APPLICABLE SECTIONS OF TITLE 21, CHAPTER 56. > 049+92,2 08/29/2011 (Post Hurr, I-ene) 049+9= 04/10/2011 (Post Construction) 5 7' 7' +5.0' Tie in MHW at +5.0' - - - - - - - - - - - 300 400 500 600 700 SDO 900 100D H Scale : 1" = 100' V Scale : 1" = 10' Vertical Datum : NAVD88 039+93,2 08/29/201 1 (Post Hurr, Irene) 039+93�2 04/10/2011 (Post Construction) 646' + 5. O�' Tie in MHW at +5.0' S slo a,- 300 400 500 600 700 800 900 1000 H Scale : 1" = 100' V Scale : 1" = 10' Vertical Datum : NAVD88 029+93,5 08/29/2011 (Post Hurr, Irene) 029+93�5 04/10/2011 (Post Construction) 6 101' +5.0' Tie i n at +5.0' 30.0 30.0 20.0 20.0 10.0 10.0 0.0 0.0 -10.0 -10.0 -20.0 -20.0 300 400 500 600 700 800 900 1000 H Scale : 1" = 100' V Scale : 1" = 10' Vertical Datum : NAVD88 IME LLJ 30.0 30.0 20.0 20.0 10.0 10.0 0.0 0.0 -10.0 -10.0 -20.0 -20.0 300 400 < 500 600 700 800 900 1000 H Scale : 1" = 100' V Scale : 1" = 10' Vertical Datum : NAVD88 30.0 30.0 20.0 20.0 10.0 10.0 0.0 0.0 -10.0 -10.0 -20.0 -20.0 300 400 500 600 700 800 900 1000 H Scale : 1" = 100' V Scale : 1" = 10' Vertical Datum : NAVD88 IME LLJ 30.0 30.0 20.0 20.0 10.0 10.0 0.0 0.0 -10.0 -10.0 -20.0 -20.0 300 400 < 500 600 700 800 900 1000 H Scale : 1" �;' q 0 30.0 30.0 Vertical Datum : NAVD88 3: '1 M L. 30.0 (D 0 0 CD CD 12 V) CD + C) -0 L = CD U) M C CD :X U1 C V) 0 - Cn (D 0 t 0 C 0 0 a_ V) CL CHRISTIAN L. GIBSON, P.E. NO. 026273 DATE Ec 0 00 z z 20.0 U C: C: Uj Z� C4 V, c) 20.0 20.0 > Cn CD + 0 0) 0 V) 0 079190,2 08/29/2011 (Post Hurr, Irene) c) W z C NO :Zor U E 079+90.2 04/10/201 1 (Post Construction) M 0 IM . - < 0 U W L .:x CD 0 10.0 C L-3 'L fu M " a) 10.0 10.0 0 10.0 C4 = Ln M 36' 0 C4 Cn < z +5.0' 0') C) E E 0 Tie in LQ) L- 0 0 0.0 MHW at +5.0' E 0 M >1 0 (D V) < 0.0 0.0 S/0 0.0 0 > 0 MLw . . . . . . - - - - - - - N -0 a) > 3: > 0 0 (D Cf) M n V) 0 Lf) 0 U V) -10.0 -10.0 -10.0 00 00 -20.0 r -r) > DD M co < V) 00 N -20.0 -20.0 -20.0 a) 'T -4 11111111111111111111111111111111111111111111111111111111111111111111111111111111111 I= LLJ > > 300 400 500 600 700 800 900 1000 E :2 z z :2 0 H Scale : 1" = 100' V Scale : 1" = 10' Vertical Datum : NAVD88 a) =5 V) -0 -t V) n 30.0 30.0 20.0 20.0 10.0 10.0 0.0 0.0 -10.0 -10.0 -20.0 -20.0 300 400 500 600 700 800 900 1000 H Scale : 1" = 100' V Scale : 1" = 10' Vertical Datum : NAVD88 IME LLJ 30.0 30.0 20.0 20.0 10.0 10.0 0.0 0.0 -10.0 -10.0 -20.0 -20.0 300 400 < 500 600 700 800 900 1000 H Scale : 1" = 100' V Scale : 1" = 10' Vertical Datum : NAVD88 '1 0 30.0 (D 0 C CD 12 V) CD + C) -0 L = CD U) M C C V) 0 - rr) > 0 t 0 0 a CL z z 20.0 U C: C: Uj Z� V; V, c) > Cn CD + 0 0) V) 0 V) 0 CD c) W 0 (D L- U E = 0- < 0 U W L V) 10.0 0 V) 0 0 0 z D E LQ) L- 0 0 0.0 Cn E 0 >1 0 (D Q) C)- V) n > 0 N -0 > 0 0 (D Cf) -10.0 > =) Lf) 0 0 LLJ -20.0 LLJ [If 300 400 500 600 700 800 900 1000 H Scale : 1" = 100' V Scale : 1" = 10' Vertical Datum : NAVD88 30.0 LU < '1 0 0 C CD 12 V) CD + 20.0 L = CD LU C V) 0 - rr) t 0 0 a CL z z L.Li 10.0 Uj Z� V; V, c) > Cn CD + 0 V) 0 CD 0.0 L U 0 L V) V) -10.0 0 0 z -2M 0 n 20.0 10.0 0.0 1 -10.0 I -9n o 20.0 10.0 0.0 1 -10.0 �rfimw 20.0 10.0 0.0 1 -10.0 I -9n n 099+91.0 08/29/2011 (Post Hurr. Irene) 099+91 �O 041/101/2011 (Post Construction) 43' Tie i+n +5.0' MHW at +5.0' /0 c 100 200 300 400 500 600 700 800 900 H Scale : 1" = 100' V Scale : 1" = 10' Vertical Datum : NAVD88 093+90,0 08/29/2011 (Post Hurr, Irene) 093+90.0 04/10/2011 (Post Construction) 19, LL--*-+ 5. 0' Tie in MHW at +5�0� 100 200 300 400 500 600 700 800 900 H Scale : 1" = 100' V Scale : 1" = 10' Vertical Datum : NAVD88 085+90,0 08/29/2011 (Post Hurr, Irene) 085+90�O 04/101/2011 (Post Construction) 5 CC Tie in Upw at + 5 e 20.0 20.0 10.0 10.0 ffllrf�f 6 -10.0 -10.0 -20.0 -20.0 30.0 30.0 20.0 20.0 10.0 10.0 �$ I -10.0 -10.0 -20.0 -20.0 30.0 30.0 20.0 20.0 10.0 10.0 -10.0 -10.0 -20.0 -20.0 I CERTIFY THAT THESE PLANS ARE IN COMPLIANCE WITH SEAL CD U-) co �O CD TOLERANCE 0.5 FT THE APPLICABLE SECTIONS OF TITLE 21, CHAPTER 56. > 129+87,6 08/29/2011 (Post Hurr. Irene) 129+8T6 04/10/2011 (Post Construction) 53' Tie in + 5. 0Y MHW at +5.0' 100 200 300 400 500 600 700 Soo 900 H Scale : 1" = 100' V Scale : 1" = 10' Vertical Datum : NAVD88 119+88,7 08/29/2011 (Post Hurr, Irene) 119+88.7 04/10/2011 (Post Construction) 5 *8' +5.0' Tie in MHW at +5.0' 100 200 300 400 500 600 700 800 900 H Scale : 1" = 100' V Scale : 1" = 10' Vertical Datum : NAVD88 109+89,5 08/29/2011 (Post Hurr, Irene) 109+89�5 04/11/2011 (Post Construcflon) 43' L7 +5.0' Tie in at + 5. OC' 30.0 30.0 20.0 20.0 10.0 10.0 0.0 0.0 -10.0 -10.0 -20.0 -20.0 < 300 400 500 600 700 SDO 900 �;' q 0 30.0 30.0 < 30D 40D 500 600 700 8DO 'i 0 3: 6 100 M� M L. 30.0 300 400 (D 0 H Scale : a C 0 100' V Scale : 1" = 10' Vertical Datum 1F- H Scale : 1" = 100' V Scale : 1" = 10' >1 L- -0 a) H Scale : 1" = 100' V Scale : U) M C CD : NAVD88 0 Cn > 0 C C U') a) 0 a_ V) 0 CHRISTIAN L. GIBSON, P.E. NO. 026273 DATE Ec 0 00 a CL 20.0 0 U C: r z z C4 L.Li V, -8-- Milli LLI 20.0 20.0 V; C:) 0 0) > U) 159+84,4 08/29/2011 (Post Hurr. Irene) c) W z C 0 V) 0 Ln E = 0- Iva U 00 < 0 U W 159+84�4 04/11/2011 (Post Construction) C-) M 0 IM .:x 0 C) C =D 10.0 C L-) C:) " 0 L 10.0 10.0 0 10.0 fu M C4 V) a) -10.0 Tie in at +5.0 66' Cn < r- +5.0' 0') C) E z 0 0 (D L- 0 0 -2M MHW - - - - - - - - - - - - - V) im M V) < 0.0 0.0 S/0 0.0 0 >1 0 (D Q) C)- V) - !E MUN > 0 a) > Cf) C>D--0 .N > M n V) 0 (D Cf) Z) C: U V) -10.0 -10.0 -10.0 > =) Lf) 0 0 00 00 LLJ r -r) > DD M co < V) 00 N -20.0 -20.0 -20.0 -20.0 Z: a) 'T -4 liiliiiiiiiiiliiiiiiiiiliiiiiiiiiliiiiiiiiiliiiiiiiilliiiiiiiiiliiiiiiiiiIiiiiiiiiI I c) 100 200 300 400 500 600 700 800 900 E :2 z z :2 0 LLJ H Scale : 1" = 100' V Scale : 1" = 10' Vertical Datum : NAVD88 a) =5 V) V) 30.0 30.0 20.0 20.0 10.0 10.0 0.0 0.0 -10.0 -10.0 -20.0 -20.0 100 200 300 400 500 600 700 800 900 H Scale : 1" = 100' V Scale : 1" = 10' Vertical Datum : NAVD88 IME LLJ 30.0 30.0 20.0 20.0 10.0 10.0 0.0 0.0 -10.0 -10.0 -20.0 -20.0 100 < 300 400 500 600 700 SDO 900 100 LU 20D < 30D 40D 500 600 700 8DO 9DO 100 M� 0 200 30.0 300 400 (D 0 H Scale : 1" = 100' V Scale : 1" = 10' Vertical Datum 1F- H Scale : 1" = 100' V Scale : 1" = 10' >1 L- -0 NAVD88 H Scale : 1" = 100' V Scale : U) M C Vertical Datum : NAVD88 0 Ln > 0 C t 0 a CL 20.0 0 U C: r z z L.Li V, -8-- Milli LLI ft Z� V; C:) 0 0) V) > U) Cy) + c) W 0 (D L- 0 V) 0 Ln E = 0- U 00 < 0 U W C-) 0 C =D 10.0 0 IME L V) 0 V) -10.0 0 0 Z5 r- (D E z 0 (D L- 0 0 -2M V) 0.0 Cn E 0 >1 0 (D Q) C)- V) - !E > 0 Cf) C>D--0 .N > 0 0 (D Cf) Z) C: -10.0 > =) Lf) 0 0 LLJ -20.0 LLJ [If 100 200 300 400 500 600 700 800 900 H Scale : 1" = 100' V Scale : 1" = 10' Vertical Datum : NAVD88 IME LLJ 30.0 30.0 20.0 20.0 10.0 10.0 0.0 0.0 -10.0 -10.0 -20.0 -20.0 100 200 300 400 500 600 700 SDO 900 100 LU 20D < 30D 40D 500 600 700 8DO 9DO 100 M� 0 200 300 400 500 60D 700 800 90D H Scale : 1" = 100' V Scale : 1" = 10' Vertical Datum : NAVD88 H Scale : 1" = 100' V Scale : 1" = 10' Vertical Datum : NAVD88 H Scale : 1" = 100' V Scale : 1" = 10' Vertical Datum : NAVD88 30.0 LU < M� 0 0 C ck� 00 + 20.0 LU L 0 Ln C t 0 a CL U 0 10.0 z z L.Li V, -8-- Milli LLI ft Z� V; C:) > U) Cy) + 0 V) 0 Ln 0.0 L U 00 C-) 0 C =D IME L V) V) -10.0 0 0 z -2M V) 0 n 20.0 10.0 0.0 -10.0 -9n o 20.0 10.0 0.0 -10.0 �rfimw 20.0 10.0 0.0 -10.0 -9n n 189+81,4 08/29/201 1 (Post Hurr, Irene) 189 +81,4 04/1 1 /2011 (Post Construction) 4j55' +5.00' Tie in at +5.0' MHW 0 100 200 300 400 500 600 700 800 H Scale 1" 100' V Scale 1" 10' Vertical Datum NAVD88 179+82.4 08/29/201 1 (Post Hurr. Irene) 179+82.4 04/11/201 1 (Post Construction) A 59' + 5. OC' Tie in MHW at +5.0' S/ S/0 t)- 0 100 200 300 400 500 600 700 800 H Scale 1" 100' V Scale 1" 10' Vertical Datum NAVD88 169+83,1 08/29/201 1 (Post Hurr, Irene) 169+83.1 04/10/201 1 (Post Construction) - - 51' 1 + 5. OY Tie in 0, at +5,.0' MHW ,/a e e 0 100 200 300 400 500 600 7DO Boo H Scale 1" 100' V Scale 1" 10' Vertical Datum NAVD88 20.0 20.0 10.0 10.0 -10.0 -10.0 -20.0 -20.0 30.0 30.0 20.0 20.0 10.0 10.0 -10.0 -10.0 -20.0 -20.0 30.0 30.0 20.0 20.0 10.0 10.0 -10.0 -10.0 -20.0 -20.0 TOLERANCE 0.5 FT 219+78,1 08/29/201 1 (Post Hurr, Irene) 219+7&1 04/1 1/2011 (Post Construction) 518' + 5. OY' Tie in at +5.0' MHW - - - - - - - - - - - 0 100 200 300 400 500 600 700 800 H Scale 1" 100' V Scale 1" 10' Vertical Datum NAVD88 209+79.1 08/29/201 1 (Post Hurr. Irene) 209+79.1 04/1 1/2011 (Post Construction) 54' - Tie 4in +5.00' I - at +5.QV - MHW /0 - - - - - - - - - - 0 100 200 300 400 500 600 700 800 H Scale 1" 100' V Scale 1" 10' Vertical Datum NAVD88 201 +00,0 08/29/201 1 (Post Hurr, Irene) 201 +00,0 04/1 1/2011 (Post Construction) 4 5 t6' +5.0' Tie in (y at +5.0' - - - - - - - - - - 0 100 200 300 400 500 600 700 800 H Scale 1" 100' V Scale 1" 10' Vertical Datum NAVD88 30.0 20.0 10.0 0.0 -10.0 -20.0 30.0 30.0 20.0 20.0 10.0 10.0 -10.0 -10.0 -20.0 -20.0 30.0 30.0 20.0 20.0 10.0 10.0 -10.0 -10.0 -20.0 -20.0 239+53,8 08/29/2011 (Post Hurr. Irene) 239+53�8 04/10/201 1 (Post Construction) Runout Section: Tie into existing +5.0' - - - - - - 0 100 200 300 400 500 600 700 800 H Scale 1" 100' V Scale 1" 10' Vertical Datum NAVD88 229+77,1 08/29/201 1 (Post Hurr, Irene) 229+77.1 04/10/201 1 (Post Construction) 55' +5.0' - Tie in (it +5.0' MHW . . . . . . . . . . . . S/0 e MLW 0 100 200 300 400 500 600 700 800 W Co 0 > CD CD U-) W Co 0 > CD 0 0 0 3: M L- Ln C 0 6 a) -Y a) 163 M C U') 0 a) U) 0 (1) -F- C m 00 a_ V) C4 z 0) C 0 M :7: 0) IM 0 cz) 0 .0 L) fu M C4 M C4 Cn < IL 0 0') C) E gi im M V) < 0 a>, M V) V) 00 00 r -r) > DD 00 < V) a) 00 'M E 0 :2 z z :2 CD Z5 V) C3 V) < n 0 -t V) 30.0 (D S>1 0 L- -0 a) M C > 0 ,d 20.0 U C C: 0 M V) c) < a) 10.0 0 0 C CD C) CD 5 Lf 0 0 -r a; 0. !� -a 0.0 fn >1 Q) V) 0 a) C)- > V) 0 =3 0 N U V) > -0 0 0 W Lf) Z) C: -10.0 > =) v) 0 0 LLJ -20.0 LLJ [If U LLJ 30.0 LU < 0 Ln C U 0 + V) cy) 20.0 L 0 U = r-�() C�4 LU 0 C V) - t 0 0 a CL U z z LLJ 10.0 Mi LU M V; V) r-10 00 > (/) + V) 00 0 0 (.0 0.0 L no U C) 0 C L V� V) -10.0 0 0 z L) -2M V) 0 IL