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CONE PENETRATION TEST
CATLIN ate. PROJECT REFERENCE SHEET
SOUNDING REPORT zz°,5, Uo Oa a: 220161 1
CATLIN NO.: 220161 CITY,STATE: WILMINGTON,NC COUNTY: NEW HANOVER LOGGED BY: S.V.HUDSON CATLIN NO.: 220161 CITY,STATE: WILMINGTON,NC COUNTY: NEW HANOVER LOGGED BY: S.V.HUDSON
SITE DESCRIPTION: USS BATTLESHIP NORTH CAROLINA-LIVING WITH WATER GROUND WTR(ft) SITE DESCRIPTION: USS BATTLESHIP NORTH CAROLINA-LIVING WITH WATER GROUND WTR(ft)
BORING NO.: CPT-01 STATION: N/A OFFSET: N/A ALIGNMENT: N/A EST.0 HR 1.3 BORING NO.: CPT-02 STATION: N/A OFFSET: N/A ALIGNMENT: N/A EST.0 HR 1.7
COLLAR ELEV.: 3.2 ft TOTAL DEPTH: 20.5 ft NORTHING: 178,531 EASTING: 2,316,528 24 HR. N/A COLLAR ELEV.: 3.5 ft TOTAL DEPTH: 20.5 ft NORTHING: 178,286 EASTING: 2,316,536 24 HR. N/A
CPT RIG/MAX.DOWN PRESSURE: CATLIN CPTIDPT-01/-9 TONS-NON-ANCHORED CONE TYPE: Type II Piezo./60°/2.33 in2 CONE ID: DSG1156 CPT RIG/MAX.DOWN PRESSURE: CATLIN CPTIDPT-011-9 TONS-NON-ANCHORED CONE TYPE: Type II Piezo./60°/2.33 in2 CONE ID: DSG1156
DRILLER: EDDIE SWAIN OPERATOR: EDDIE SWAIN START DATE: 12/17/20 COMP.DATE: 12/17/20 SURF.WATER DEPTH: N/A DRILLER: EDDIE SWAIN OPERATOR: EDDIE SWAIN START DATE: 12/11/20 COMP.DATE: 12/11/20 SURF.WATER DEPTH: N/A
FRICTION CONE RESISTANCE FRICTION PORE EQUIVALENT SOIL BEHAVIOR L SUMMARY OF INTERPRETED FRICTION CONE RESISTANCE FRICTION PORE EQUIVALENT SOIL BEHAVIOR L SUMMARY OF INTERPRETED
ELEV DEP. (tsf) (tsf) RATIO(%) PRESSURE(tsf) SPT N., TYPE(QT)(1990) 0 SOIL DESCRIPTION ELEV DEP. (tyy) (tsf) RATIO(%) PRESSURE(tsf) SPT N TYPE(QT)(1990) 0 SOIL DESCRIPTION
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CONE PENETRATION TEST —zoi` CATLIN M PROJECT REFERENCE SHEET
„0Old Miry 1.•41
SOUNDING REPORT �.--� 220161 2
CATLIN NO.: 220161 CITY,STATE: WILMINGTON,NC COUNTY: NEW HANOVER LOGGED BY: S.V.HUDSON CATLIN NO.: 220161 CITY,STATE: WILMINGTON,NC COUNTY: NEW HANOVER LOGGED BY: S.V.HUDSON
SITE DESCRIPTION: USS BATTLESHIP NORTH CAROLINA-LIVING WITH WATER GROUND WTR(ft) SITE DESCRIPTION: USS BATTLESHIP NORTH CAROLINA-LIVING WITH WATER GROUND WTR(ft)
BORING NO.: CPT-03 STATION: N/A OFFSET: N/A ALIGNMENT: N/A EST.0 HR 3.7 BORING NO.: CPT-04 STATION: N/A OFFSET: N/A ALIGNMENT: N/A EST.0 HR. 2.6
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CPT RIG/MAX.DOWN PRESSURE: CATLIN CPT/DPT-01/-9 TONS-NON-ANCHORED CONE TYPE: Type II Piezo./60°/2.33 in2 CONE ID: DPG1563 CPT RIG/MAX.DOWN PRESSURE: CATLIN CPT/DPT-01/-9 TONS-NON-ANCHORED CONE TYPE: Type II Piezo./60°/2.33 in2 CONE ID: DSG1156
DRILLER: D.T.CHALMERS OPERATOR: K.SWAIN START DATE: 12/29/20 COMP.DATE: 12/29/20 SURF.WATER DEPTH: N/A DRILLER: EDDIE SWAIN OPERATOR: EDDIE SWAIN START DATE: 12/17/20 COMP.DATE: 12/17/20 SURF.WATER DEPTH: N/A
FRICTION CONE RESISTANCE FRICTION PORE EQUIVALENT SOIL BEHAVIOR L SUMMARY OF INTERPRETED FRICTION CONE RESISTANCE FRICTION PORE EQUIVALENT SOIL BEHAVIOR L SUMMARY OF INTERPRETED
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CONE PENETRATION TEST DIRECT PUSH TECHNOLOGY
CATLIN:tea PROJECT REFERENCE SHEET
SOUNDING REPORT _ BORING REPORT 220161 220161 3
CATLIN NO.: 220161 CITY,STATE: WILMINGTON,NC COUNTY: NEW HANOVER LOGGED BY: S.V.HUDSON CATLIN NO.: 220161 CITY,STATE: WILMINGTON,NC COUNTY: NEW HANOVER LOGGED BY: L.PUGH
SITE DESCRIPTION: USS BATTLESHIP NORTH CAROLINA-LIVING WITH WATER GROUND WTR(ft) SITE DESCRIPTION: USS BATTLESHIP NORTH CAROLINA-LIVING WITH WATER GROUND WTR(ft)
BORING NO.: CPT-05 STATION: N/A OFFSET: N/A ALIGNMENT: N/A EST.0 HR. 2.4 BORING NO.: CPT-05-GEO STATION: N/A OFFSET: N/A ALIGNMENT: N/A 0 HR N/A
COLLAR ELEV.: 3.9 ft TOTAL DEPTH: 20.5 ft NORTHING: 178,379 EASTING: 2,316,388 24 HR. N/A COLLAR ELEV.: 3.9 ft TOTAL DEPTH: 12.0 ft NORTHING: 178,379 EASTING: 2,316,390 24 HR FIAD
CPT RIG/MAX.DOWN PRESSURE: CATLIN CPT/DPT-01/-9 TONS-NON-ANCHORED CONE TYPE: Type II Piezo./60°/2.33 in2 CONE ID: DSG1156 DRILL MACHINE: CATLIN CPT/DPT-01 DRILL METHOD: Direct Push HAMMER TYPE: N/A
DRILLER: EDDIE SWAIN OPERATOR: EDDIE SWAIN START DATE: 12/17/20 COMP.DATE: 12/17/20 SURF.WATER DEPTH: N/A DRILLER: D.T.CHALMERS START DATE: 12/28/20 COMP.DATE: 12/28/20 SURFACE WATER DEPTH: N/A
FRICTION CONE RESISTANCE FRICTION PORE EQUIVALENT SOIL BEHAVIOR L SUMMARY OF INTERPRETED - PERCENT L
ELEV DEP. (tsf) (tsf) RATIO(%) PRESSURE(tsf) SPT N..,, TYPE(QT)(1990) O SOIL DESCRIPTION ELEV SAMP. SAMP. } PASSING w` c�= Ill NO& 0 SOIL AND ROCK DESCRIPTION
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�`�..CA'TI, N PROJECT REFERENCE SHEET
CONE PENETRATION TEST
�0161 220161 4
SOUNDING REPORT �""'�" ""�
CATLIN NO.: 220161 CITY,STATE: WILMINGTON,NC COUNTY: NEW HANOVER LOGGED BY: S.V.HUDSON CATLIN NO.: 220161 CITY,STATE: WILMINGTON,NC COUNTY: NEW HANOVER LOGGED BY: S.V.HUDSON
SITE DESCRIPTION: USS BATTLESHIP NORTH CAROLINA-LIVING WITH WATER GROUND WTR(ft) SITE DESCRIPTION: USS BATTLESHIP NORTH CAROLINA-LIVING WITH WATER -GROUND WTR(ft)
BORING NO.: CPT-06 STATION: N/A OFFSET: N/A ALIGNMENT: N/A EST.0 HR. 4.3 BORING NO.: CPT-07 STATION: N/A OFFSET: N/A ALIGNMENT: N/A EST.0 HR. 2.3
COLLAR ELEV.: 2.4 ft TOTAL DEPTH: 20.5 ft NORTHING: 178,194 EASTING: 2,316,174 24 HR. M COLLAR ELEV.: 1.7 ft TOTAL DEPTH: 20.3 ft NORTHING: 178,170 EASTING: 2,315,996 24 HR. M
CPT RIG/MAX.DOWN PRESSURE: CATLIN CPT/DPT-01/-9 TONS-NON-ANCHORED CONE TYPE: Type II Piezo./60°/2.33 in2 CONE ID: DPG1563 CPT RIG/MAX.DOWN PRESSURE: CATLIN CPT/DPT-01/-9 TONS-NON-ANCHORED CONE TYPE: Type II Piezo./60°/2.33 in2 CONE ID: DPG1563
DRILLER: D.T.CHALMERS OPERATOR: K.SWAIN START DATE: 12/29/20 COMP.DATE: 12/29/20 SURF.WATER DEPTH: N/A DRILLER: D.T.CHALMERS OPERATOR: K.SWAIN START DATE: 12/29/20 COMP.DATE: 12/29/20 SURF.WATER DEPTH: N/A
ELEV DEP. FRICTION CONE RESISTANCE FRICTION PORE EQUIVALENT SOIL BEHAVIOR L SUMMARY OF INTERPRETED FRICTION CONE RESISTANCE FRICTION PORE EQUIVALENT SOIL BEHAVIOR L SUMMARY OF INTERPRETED
(tsf) (tsf) RATIO(%) PRESSURE(tsf) SPT N. TYPE(QT)(1990) O SOIL DESCRIPTION ELEV DEP. (tsf) (� RATIO(%) PRESSURE(tsf) SPT N,.x TYPE(QT)(1990) O SOIL DESCRIPTION
(ft) (ft) j ? ? 1 0 20 40 60 80 100120140 y 0 i 47 8: ._1 4 1 ? 3• :0 2f5 5 7f5 V 1 1 15 q?? •1 : G (n) (n) 115 1,0 0,5 15 1000200250300350 •- 4 0 2 6 8..1 4 ? ? 3..0 2? rip 7p ` . y 7 g p ? ) . G
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CONE PENETRATION TEST PROJECT REFERENCE SHEET
220161 MOO 0071Yed
1.01.01,11C..... 220161 5
SOUNDING REPORT ....-------............—....—
CATLIN NO.: 220161 CITY,STATE: WILMINGTON,NC COUNTY: NEW HANOVER LOGGED BY: S.V.HUDSON
SITE DESCRIPTION: USS BATTLESHIP NORTH CAROLINA-LIVING WITH WATER GROUND WTR(ft)
BORING NO.: CPT-08 STATION: N/A OFFSET: N/A ALIGNMENT: N/A EST.0 HR. 3.3
. . ,
COLLAR ELEV.: 2.3 ft TOTAL DEPTH: 36.5 ft NORTHING: 178,382 EASTING: 2,315,958 24 HR. N/A
CPT RIG/MAX.DOWN PRESSURE: CATLIN CPT/DPT-01 1-9 TONS-NON-ANCHORED CONE TYPE: Type II Piezo./60*/2.33 in2 CONE ID: DPG1563
DRILLER: D.T.CHALMERS OPERATOR: K.SWAIN START DATE: 12/29/20 COMP.DATE: 12/29/20 SURF.WATER DEPTH: N/A
FRICTION CONE RESISTANCE FRICTION PORE EQUIVALENT SOIL BEHAVIOR L SUMMARY OF INTERPRETED
ELEV DEP. (tsn OF•f) RATIO(%) PRESSUFtE(tsf) SF'T N.,. TYPE(QT)(1990) 0 SOIL DESCRIPTION
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CONE PENETRATION TEST DIRECT PUSH TECHNOLOGY ----"----*CATLIN= PROJECT REFERENCE SHEET
220161 220161 6
SOUNDING REPORT BORING REPORT °�`�"""""••'
CATLIN NO.: 220161 CITY,STATE: WILMINGTON,NC COUNTY: NEW HANOVER LOGGED BY: S.V.HUDSON CATLIN NO.: 220161 CITY,STATE: WILMINGTON,NC COUNTY: NEW HANOVER LOGGED BY: L.PUGH
SITE DESCRIPTION: USS BATTLESHIP NORTH CAROLINA-LIVING WITH WATER GROUND WTR(ft) SITE DESCRIPTION: USS BATTLESHIP NORTH CAROLINA-LIVING WITH WATER GROUND WTR(ft)
BORING NO.: CPT-09 STATION: N/A OFFSET: N/A ALIGNMENT: N/A EST.0 HR. 4.3 BORING NO.: CPT-09-GEO STATION: N/A OFFSET: N/A ALIGNMENT: N/A 0 HR. N/A
J
COLLAR ELEV.: 3.0 ft TOTAL DEPTH: 34.6 ft , NORTHING: 178,402 EASTING: 2,316,097 24 HR. N/A COLLAR ELEV.: 3.0 ft TOTAL DEPTH: 20.0 ft NORTHING: 178,402 EASTING: 2,316,098 24 HR. FIAD
CPT RIG/MAX.DOWN PRESSURE: CATLIN CPT/DPT-01/-9 TONS-NON-ANCHORED CONE TYPE: Type II Piezo./60`/2.33 in2 CONE ID: DPG1563 DRILL MACHINE: CATLIN CPT/DPT-01 DRILL METHOD: Direct Push HAMMER TYPE: N/A
DRILLER: D.T.CHALMERS OPERATOR: K.SWAIN START DATE: 12/29/20 COMP.DATE: 12/29/20 SURF.WATER DEPTH: N/A DRILLER: D.T.CHALMERS START DATE: 12/28/20 COMP.DATE: 12/28/20 SURFACE WATER DEPTH: N/A
FRICTION CONE RESISTANCE FRICTION PORE EQUIVALENT SOIL BEHAVIOR L SUMMARY OF INTERPRETED o PERCENT L
ELEV DEP. (tst) (1st) RATIO(%) PRESSURE(tat) SPTIy„ TYPE(QT)(1990) O SOIL DESCRIPTION ELEV SAMP. SAMP. 1 >-
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CONE PENETRATION TEST CAT,IN PROJECT REFERENCE SHEET
SOUNDING REPORT 220161 = 220161 7
CATLIN NO.: 220161 CITY,STATE: WILMINGTON,NC COUNTY: NEW HANOVER LOGGED BY: S.V.HUDSON CATLIN NO.: 220161 CITY,STATE: WILMINGTON,NC COUNTY: NEW HANOVER LOGGED BY: S.V.HUDSON
SITE DESCRIPTION: USS BATTLESHIP NORTH CAROLINA-LIVING WITH WATER GROUND WTR(ft) SITE DESCRIPTION: USS BATTLESHIP NORTH CAROLINA-LIVING WITH WATER GROUND WTR(ft)
BORING NO.: CPT-10 STATION: N/A OFFSET: N/A ALIGNMENT: N/A EST.0 HR. 4.1 BORING NO.: CPT-11 STATION: N/A OFFSET: N/A ALIGNMENT: N/A EST.0 HR. 2.3
COLLAR ELEV.: 2.1 ft TOTAL DEPTH: 20.4 ft NORTHING: 178,559 EASTING: 2,316,094 24 HR. M COLLAR ELEV.: 2.1 ft TOTAL DEPTH: 20.5 ft NORTHING: 178,511 FASTING: 2,315,897 24 HR. N/A
CPT RIG/MAX.DOWN PRESSURE: CATLIN CPT/DPT-01/-9 TONS-NON-ANCHORED CONE TYPE: Type II Piezo./60°/2.33 in2 CONE ID: DPG1563 CPT RIG/MAX.DOWN PRESSURE: CATLIN CPT/DPT-01/-9 TONS-NON-ANCHORED CONE TYPE: Type II Piezo./60°/2.33 in2 CONE ID: DSG1156
DRILLER: D.T.CHALMERS OPERATOR: K.SWAIN START DATE: 12/29/20 COMP.DATE: 12/29/20 SURF.WATER DEPTH: N/A DRILLER: EDDIE SWAIN OPERATOR: EDDIE SWAIN START DATE: 12/17/20 COMP.DATE: 12/17/20 SURF.WATER DEPTH: N/A
FRICTION CONE RESISTANCE FRICTION PORE EQUIVALENT SOIL BEHAVIOR L SUMMARY OF INTERPRETED FRICTION CONE RESISTANCE FRICTION PORE EQUIVALENT SOIL BEHAVIOR L SUMMARY OF INTERPRETED
ELEV DEP. (ts.n (Isf) RATIO(%) PRFSSI IRE(tsf) SPT N TYPE(QT)(1990) 0 SOIL DESCRIPTION ELEV DEP. (� ltsf) RATIO(%) PRESSURE(tsf) SPTN,o% TYPE(QT)(1990) 0 SOIL DESCRIPTION
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CONE PENETRATION TEST CATLIN= PROJECT REFERENCE SHEET
SOUNDING REPORT �0161 = �~ 220161 8
CATLIN NO.: 220161 CITY,STATE: WILMINGTON,NC COUNTY: NEW HANOVER LOGGED BY: S.V.HUDSON CATLIN NO.: 220161 CITY,STATE: WILMINGTON,NC COUNTY: NEW HANOVER LOGGED BY: S.V.HUDSON
SITE DESCRIPTION: USS BATTLESHIP NORTH CAROLINA-LIVING WITH WATER GROUND WTR(ft) SITE DESCRIPTION: USS BATTLESHIP NORTH CAROLINA-LIVING WITH WATER GROUND WTR(ft)
BORING NO.: CPT-12 STATION: N/A OFFSET: N/A ALIGNMENT: N/A EST.0 HR. 3.2 BORING NO.: CPT-13 STATION: N/A OFFSET: N/A ALIGNMENT: N/A EST.0 HR. 2.1
COLLAR ELEV.: 3.5 ft TOTAL DEPTH: 20.5 ft NORTHING: 178,394 EASTING: 2,315,745 24 HR, N/A COLLAR ELEV.: 2.7 ft TOTAL DEPTH: 20.6 ft NORTHING: 178,514 EASTING: 2,315,589 24 HR. N/A
CPT RIG/MAX.DOWN PRESSURE: CATLIN CPT/DPT-01/-9 TONS-NON-ANCHORED CONE TYPE: Type II Piezo./60°/2.33 in2 CONE ID: DSG1156 CPT RIG/MAX.DOWN PRESSURE: CATLIN CPT/DPT-011-9 TONS-NON-ANCHORED CONE TYPE: Type II Piezo./60°/2.33 in2 CONE ID: DPG1563
DRILLER: EDDIE SWAIN OPERATOR: EDDIE SWAIN START DATE: 12/17/20 COMP.DATE: 12/17/20 SURF.WATER DEPTH: N/A DRILLER: D.T.CHALMERS OPERATOR: K.SWAIN START DATE: 12/30/20 COMP.DATE: 12/30/20 SURF.WATER DEPTH: N/A
FRICTION CONE RESISTANCE FRICTION PORE EQUIVALENT SOIL BEHAVIOR L SUMMARY OF INTERPRETED FRICTION CONE RESISTANCE FRICTION PORE EQUIVALENT SOIL BEHAVIOR L SUMMARY OF INTERPRETED
ELEV DEP. ( ) (1sf) RATIO(%) PRESSURE(tsf) SPT N., TYPE(01)(1990) p SOIL DESCRIPTION ELEV DEP. ( ) (tsf) RATIO(%) PRESSURE(tsf) SPT N,, TYPE(QT)(1990) p SOIL DESCRIPTION
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CONE PENETRATION TEST DIRECT PUSH TECHNOLOGY �CATLIN= PROJECT REFERENCE SHEET
SOUNDING REPORT BORING REPORT 220161 220161 9
CATLIN NO.: 220161 CITY,STATE: WILMINGTON,NC COUNTY: NEW HANOVER LOGGED BY: S.V.HUDSON CATLIN NO.: 220161 CITY,STATE: WILMINGTON,NC COUNTY: NEW HANOVER LOGGED BY: L.PUGH
SITE DESCRIPTION: USS BATTLESHIP NORTH CAROLINA-LIVING WITH WATER GROUND WTR(ft) SITE DESCRIPTION: USS BATTLESHIP NORTH CAROLINA-LIVING WITH WATER GROUND WTR(ft)
BORING NO.: CPT-14 STATION: N/A OFFSET: N/A ALIGNMENT: N/A EST.0 HR. 3.7 BORING NO.: CPT-14-GEO STATION: N/A OFFSET: N/A ALIGNMENT: N/A 0 HR. N/A
COLLAR ELEV.: 4.4 ft TOTAL DEPTH: 20.5 ft NORTHING: 178,352 EASTING: 2,315,654 24 HR. N/A COLLAR ELEV.: 4.4 ft TOTAL DEPTH: 8.0 ft NORTHING: 178,352 EASTING: 2,315,655 24 HR. FIAD
CPT RIG/MAX.DOWN PRESSURE: CATLIN CPT/DPT-01/-9 TONS-NON-ANCHORED CONE TYPE: Type II Piezo./60°/2.33 in7 CONE ID: DSG1156 DRILL MACHINE: CATLIN CPT/DPT-01 DRILL METHOD: Direct Push HAMMER TYPE: N/A
DRILLER: EDDIE SWAIN OPERATOR: EDDIE SWAIN START DATE: 12/17/20 COMP.DATE: 12/17/20 SURF.WATER DEPTH: N/A DRILLER: D.T.CHALMERS START DATE: 12/28/20 COMP.DATE: 12/28/20 SURFACE WATER DEPTH: N/A
ELEV DEP. FRICTION CONE RESISTANCE FRICTION PORE EQUIVALENT SOIL BEHAVIOR L SUMMARY OF INTERPRETED ELEV SAMP. SAMP. PERCENT SAMP. L
(tst) (esf) RATIO(%) PRESSURE(tsf) SPrN,, TYPE(QT)(1990) p SOIL DESCRIPTION _ el PASSING w`fr ct w NO & 0 SOIL AND ROCK DESCRIPTION
(ft) (ft) 115 1�0 Or5 0 50 100150200250300350 0 2 4 6 8 _1 9 3. .0 215 5p 715 g t4 2� r, (ft) TOP DTOPH W ~ F- U W SIEVES Z Z Z O j USCS G
(ft) (ft) p� c5' ` '• inZ cow ow wN
g Oz ,z LLO
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5 - 0 - - - 1 4.4 LAND SURFACE 0.0 5 — - - -4.� LAND SURFACE $.J�
• r 1 2 8 (Sp)_OUT OF RANGE 1 6 — - :,..`ii \ TOPSOIL
„• ,,,y ,,.,,,,,,,, D GRAVELLY SAN
0 • , (SP-SM)-SANDS 3.7 0 1 4 = 3 0 ` _ . 96 , 56 „ 5 _ - . - 5 06 :..r 0.4 ` ( P S SAND AND CSE. ' 4.0
5 _ y SAND MIXTURES s.3 SP-SM
° NP NP NP S M) LIGHT BROWN,F.AND
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5 70 • ( S 5 — — (SP) GRAY,F.SAND I
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ORGANIC SOILS
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-30
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CONE PENETRATION TEST ;CATT,�E PROJECT REFERENCE SHEET
•
SOUNDING REPORT 220161 �.-.� 220161 10
CATLIN NO.: 220161 CITY,STATE: WILMINGTON,NC COUNTY: NEW HANOVER LOGGED BY: S.V. HUDSON CATLIN NO.: 220161 CITY,STATE: WILMINGTON,NC COUNTY: NEW HANOVER LOGGED BY: S.V.HUDSON
SITE DESCRIPTION: USS BATTLESHIP NORTH CAROLINA-LIVING WITH WATER GROUND WTR(ft) SITE DESCRIPTION: USS BATTLESHIP NORTH CAROLINA-LIVING WITH WATER GROUND WTR(ft)
BORING NO.: CPT-15 STATION: N/A OFFSET: N/A ALIGNMENT: N/A EST.0 HR. 4.1 BORING NO.: CPT-16 STATION: N/A OFFSET: N/A ALIGNMENT: N/A EST.0 HR. 3.2
COLLAR ELEV.: 3.5 ft TOTAL DEPTH: 20.6 ft NORTHING: 178,231 EASTING: 2,315,581 24 HR. N/A COLLAR ELEV.: 3.5 ft TOTAL DEPTH: 20.6 ft NORTHING: 178,231 EASTING: 2,315,737 24 HR. N/A
CPT RIG/MAX.DOWN PRESSURE: CATLIN CPT/DPT-01/-9 TONS-NON-ANCHORED CONE TYPE: Type II Piezo./60°/2.33 in2 CONE ID: DPG1563 CPT RIG/MAX.DOWN PRESSURE: CATLIN CPT/DPT-01/-9 TONS-NON-ANCHORED CONE TYPE: Type II Piezo./60°/2.33 in2 I CONE ID: DPG1563
DRILLER: D.T.CHALMERS OPERATOR: K.SWAIN START DATE: 12/30/20 COMP.DATE: 12/30/20 SURF.WATER DEPTH: N/A DRILLER: D.T.CHALMERS OPERATOR: K.SWAIN START DATE: 12/17/20 COMP.DATE: 12/17/20 SURF.WATER DEPTH: N/A
FRICTION CONE RESISTANCE FRICTION PORE EQUIVALENT SOIL BEHAVIOR L SUMMARY OF INTERPRETED FRICTION CONE RESISTANCE FRICTION 1 PORE EQUIVALENT SOIL BEHAVIOR L SUMMARY OF INTERPRETED
ELEV DEP. (tsf) (Isf) RATIO I%) PRESSURE(tsf) SPT N TYPE(QT)(1990) 0 SOIL DESCRIPTION ELEV DEP. (tsf) (tsf) RATIO(%) PRESSURE(tsf) SPT No.,. TYPE(QT)(1990) 0 SOIL DESCRIPTION
(ft) (ft) 1,5 110 0,5 0 50 nix)15020025030037o . .o i 4 6 8
(ft) (ft) 50 10015020025030030 0 2 4 ? 8 _ Q � � 2�r P p , 7 g y?�, ) G
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5 • • • • 5
0 3.5 LAND SURFACE 0.0 0 3.5 LAND SURFACE 0.0
~ �� 1 y OUT OF RANGE 1 61.6
OUT OF RANGE
•
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(GW-S SANDS VELLY �.7 0 ' ( )-SANDS
5 (SP)-SANDS A5 - o CLAYS
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.• :..:. (PT)-CLAYS WITH ...:..:... ... !Ir-10 • LAYERS OF ORGANIC _10 �� LA ERS OF ORGANIC
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SOILS ,. SOILS
1515 /•
15 20 171 zos 15 20 4 ,. 171 20.6
Boring Terminated at Boring Terminated at
Elevation-17.1 ft Elevation-17.1 ft
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CONE PENETRATION TEST �^ CATLIN: PROJECT REFERENCE SHEET
SOUNDING REPORT 220161Wiiningte•e,NC MOO 220161 11
CATLIN NO.: 220161 CITY,STATE: WILMINGTON,NC COUNTY: NEW HANOVER LOGGED BY: S.V.HUDSON CATLIN NO.: 220161 CITY,STATE: WILMINGTON.NC COUNTY: NEW HANOVER LOGGED BY: S.V. HUDSON
SITE DESCRIPTION: USS BATTLESHIP NORTH CAROLINA-LIVING WITH WATER GROUND WTR(ft) SITE DESCRIPTION: USS BATTLESHIP NORTH CAROLINA-LIVING WITH WATER GROUND WTR(ft)
BORING NO.: CPT-17 STATION: N/A OFFSET: N/A ALIGNMENT: N/A EST.0 HR. 2.1 BORING NO.: CPT-17A STATION: N/A OFFSET: N/A ALIGNMENT: N/A EST.0 HR. 2.3
COLLAR ELEV.: 3.5 ft TOTAL DEPTH: 6.6 ft NORTHING: 178,287 EASTING: 2,316,745 24 HR. N/A COLLAR ELEV.: 3.5 ft TOTAL DEPTH: 11.5 ft NORTHING: 178,294 EASTING: 2,316,738 24 HR. N/A
CPT RIG/MAX.DOWN PRESSURE: CATLIN CPT/DPT-01/-9 TONS-NON-ANCHORED CONE TYPE: Type II Piezo./60°/2.33 in2 CONE ID: DSG1156 CPT RIG/MAX.DOWN PRESSURE: CATLIN CPT/DPT-01/-9 TONS-NON-ANCHORED CONE TYPE: Type II Piezo./60°/2.33 in2 CONE ID: DSG1156
DRILLER: EDDIE SWAIN OPERATOR: EDDIE SWAIN START DATE: 12/11/20 COMP.DATE: 12/11/20 SURF.WATER DEPTH: WA DRILLER: EDDIE SWAIN OPERATOR: EDDIE SWAIN START DATE: 12/11/20 COMP.DATE: 12/11/20 SURF.WATER DEPTH: N/A
FRICTION CONE RESISTANCE FRICTION PORE EQUIVALENT SOIL BEHAVIOR L SUMMARY OF INTERPRETED FRICTION CONE RESISTANCE FRICTION PORE EQUIVALENT SOIL BEHAVIOR L SUMMARY OF INTERPRETED
ELEV DEP. ( (tsf) RATIO(%) PRESSURE(tsf) SPT Nam, TYPE(QT)(1990) 0 SOIL DESCRIPTION ELEV DEP. (tst) (tsf) RATIO(%) PRESSURE(tsf) SPT N., TYPE(QT)(1990) O SOIL DESCRIPTION
(ft) (ft) , g g ? 0 5::)100150200260 300350 0 2 47 8: r_1 4 1 7j 3. .0 215 5t0 715 ` : l� 7 g 15 4 7t l : G (ft) (ft) : g 1 ? 50 1050 01210250 3050 03 •_ 0 i 4 6 8 J_1 4 1 2t 3. .0 215 5t 715 . . y 7 g t4 2t ) . G
5 5
0 • •
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3.5 LAND SURFACE 0.0 0 _ • • 3.5 LAND SURFACE 0.0
•• • OUT OF RANGE
ARTIFICIAL FILL
. • °s OUT OF RANGE 2 7 0 •
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__e ...�..... 2.2 OUT OF RANGE AND 5 7 _.. ...... .. .'7�i'-27 (SC)-VERY STIFF SAND 6.2
VERY STIFF,FINE TO CLAYEY SANDS,
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CONE PENETRATION TEST DIRECT PUSH TECHNOLOGY
o!-" LIN"-"" PROJECT REFERENCE SHEET
SOUNDING REPORT BORING REPORT --t---.---•-�,-� 220161 12
CATLIN NO.: 220161 CITY,STATE: WILMINGTON,NC COUNTY: NEW HANOVER LOGGED BY: S.V.HUDSON CATLIN NO.: 220161 CITY,STATE: WILMINGTON,NC COUNTY: NEW HANOVER LOGGED BY: L.PUGH
SITE DESCRIPTION: USS BATTLESHIP NORTH CAROLINA-LIVING WITH WATER GROUND WTR(ft) SITE DESCRIPTION: USS BATTLESHIP NORTH CAROLINA-LIVING WITH WATER GROUND WTR(ft)
BORING NO.: CPT-18 STATION: N/A OFFSET: N/A ALIGNMENT: N/A . EST.0 HR 2.8 BORING NO.: CPT-18-GEO STATION: N/A OFFSET: N/A ALIGNMENT: N/A 0 HR. N/A
COLLAR ELEV.: 3.3 ft TOTAL DEPTH: 11.0 ft NORTHING: 178,409 EASTING: 2,316,671 24 HR. N/A COLLAR ELEV.: 3.3 ft TOTAL DEPTH: 2.0 ft NORTHING: 178,409 EASTING: 2,316,672 24 HR FIAD
CPT RIG/MAX.DOWN PRESSURE: CATLIN CPT/DPT-01/-9 TONS-NON-ANCHORED CONE TYPE: Type II Piezo./60°/2.33 in2 CONE ID: DSG1156 DRILL MACHINE: CATLIN CPT/DPT-01 DRILL METHOD: Direct Push ' HAMMER TYPE: N/A
DRILLER: EDDIE SWAIN OPERATOR: EDDIE SWAIN START DATE: 12/11/20 COMP.DATE: 12/11/20 SURF.WATER DEPTH: N/A DRILLER: D.T.CHALMERS START DATE: 12/28/20 COMP.DATE: 12/28/20 SURFACE WATER DEPTH: N/A
ELEV DEP. FRICTION CONE RESISTANCE FRICTION PORE EQUIVALENT SOIL BEHAVIOR L SUMMARY OF INTERPRETED ELEV SAMP. SAMP. y PERCENT SAMP. L
(ft)E E (tsf) (tst) RATIO(%) PRESSURE(tat) SPT N,0.,, TYPE(QT)(1990) 0 SOIL DESCRIPTION > r PASSING w' co W NO.& 0 SOIL AND ROCK DESCRIPTION
g 4 ? 0 50 100150200250300350 0 z 4 s e _1 9 I 3. .0 215 50 7� : y 7 g 4 ? . G (ft) ELEV. DEPTH o o_ F i x SIEVES z t- o USCS
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• ' OUT OF RANGE NP NP NP 99 80 20 S-09 ` UNDIVIDED COASTAL PLAIN
I a 6 z ' SM '-.L` 1.3 (SM)-LIGHT BROWN,SILTY,F.SAND ?0
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5 (SP)-SANDS - _ - -
Elevation 1.3 ft
•
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GRAINED
—Boring Terminated WITH _ _ _
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CONE PENETRATION TEST --- ..".., CATLIN=
220161 PROJECT REFERENCE SHEET
SOUNDING REPORT CO s p.....•••••.........."........ 220161 13
CATLIN NO.: 220161 CITY,STATE: WILMINGTON,NC COUNTY: NEW HANOVER LOGGED BY: S.V.HUDSON
SITE DESCRIPTION: USS BATTLESHIP NORTH CAROLINA-LMNG WITH WATER GROUND WTR(ft)
BORING NO.: CPT-19 STATION: N/A OFFSET: N/A ALIGNMENT: N/A EST.0 HR. 3.4
COLLAR ELEV.: 3.5 ft TOTAL DEPTH: 20.5 ft NORTHING: 178,541 EASTING: 2,316,689 24 HR. N/A
CPT RIG/MAX DOWN PRESSURE: CATLIN CPT/DPT-01/-9 TONS-NON-ANCHORED CONE TYPE: Type II Piezo./60°/2.33 in0 CONE ID: DPG1563
DRILLER: D.T.CHALMERS OPERATOR: K.SWAIN START DATE: 12/29/20 COMP.DATE: 12/29/20 SURF.WATER DEPTH: N/A
FRICTION CONE RESISTANCE FRICTION PORE EQUIVALENT SOIL BEHAVIOR L SUMMARY OF INTERPRETED
ELEV DEP. (tat) (tst) RATIO(%) PRFSSURE(tat) SPT N.,‘ TYPE(QT)(1990) 0 SOIL DESCRIPTION
(ft) (ft) ; ? 1 0 50 1(10 115021:1102503(?03?0 : ;0 2 4 6 8: ;...i 9 ? ? 3;_;0 215 sio 715 : ; ctrym? ? : G
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10 ... ......Z.. • .•.•••
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LAYERS OR ORGANIC
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15 6 • . ....... . .
. ..:..... . ,;. ,1
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SUBSURFACE INVESTIGATION LEGEND CATLIN= PROJECT REFERENCE FIGURE
(SOIL AND ROCK LEGEND, TERMS, SYMBOLS, AND ABBREVIATIONS)
0
1
6' ~OW Dill,IC
220161 1
Major Divisions Group UNIFIED SOIL CLASSIFICATION (ASTM D-2487-98) ROCK DESCRIPTION ABBREVIATIONS
Symbols Typical Names Laboratory Classification Criteria HARD ROCK IS NON-COASTAL PLAIN MATERIAL THAT WHEN TESTED,WOULD YIELD SPT -APPROXIMATELY M or MOI-MOIST
_, DV U REFUSAL.AN INFERRED ROCK LINE INDICATES THE LEVEL AT WHICH NON-COASTAL PLAIN _BLS-APPROX.BX -A LAND ASPPROXIMATELY
N/A-NOT APPLICABLE
c m o c Well-graded gravels,gravel-sand mixtures, D°° greater than 4; _ (D30)2 between 1 and 3 o MATERIAL WOULD YIELD SPT REFUSAL. SPT REFUSAL IS PENETRATION BY A SPLIT SPOON
o m m w little or no fines Cu- D Cc D x D H O o SAMPLER EQUAL TO OR LESS THAN 0.1 FOOT PER 60 BLOWS. IN NON-COASTAL PLAIN BPF-BLOWS PER FOOT NES-NOT ENOUGH SAMPLE
w ornc )0 p N_ D. 10 fi0 m O zt MATERIAL,THE TRANSITION BETWEEN SOIL AND ROCK IS OFTEN REPRESENTED BY A BT-BORING TERMINATED NM-NOT MEASURED
V > o a o ZONE OF WEATHERED ROCK. CALC.-CALCAREOUS ORG.-ORGANIC
°�'m m m D Poorly-gradedgravels,gravel-sand mixtures, m v N o # ROCK MATERIALS ARE TYPICALLY AS FOLLOWS:
y-9 in CBR-CALIFORNIA BEARING RATIO PERM.-PERMEABILITY
° o o ) P� little or no fines a o • Not meeting all gradation requirements for GW a FINE TO COARSE GRAIN IGNEOUS AHD METAMORPHC ROCK THAT WOULD CONSOL.-CONSOLIDATION PL-PLASTIC LIMIT(%)
m O ? C o H BEDROCK YIELD SPT REFUSAL IF TESTED.ROCK TYPE INCLUDES GRANITE,GNBSS,
o z t R, ' n° m GABBRO,SCHIST,ETC. CPT-CONE PENETRATION TEST PLAST.-PLASTICITY
$ (Dec m m �' P.
m Atterberg limits below"A" Ln SAPROLITE IN-SITU CHEMIra>I Y WEATHERED ROCK TYPICALLY DOES NOT YIELD SPT CPTu-CPT WITH PORE PRESSURE PI-PLASTICITY INDEX(%)
c-, 5-c.GM' Silty gravels,gravel-sand-silt mixtures m ° Above"A"line with P.I. REFUSAL IF TESTED. CSE.-COARSE REF-REFUSAL
6 8 line or P.I.less than 4al
z o t 0` U- `a �' between 4 and 7 are border- r. , MODERATELY TO STRONGLY CEMENTED COASTAL PLAIN SEDIMENTS,BUT D-DRY SAA-SAME AS ABOVE
o $ �. mm 3 2' r LIMESTONE r' MAY NOT nELDSPT REFUSAL.ROCK TYPE INCLUDES UMESTONE. DCP-DYNAMIC CONE SAT.-SATURATED
s,t `mo mac• i o c line cases requiring use of N r ,
o' >a'o o h o v Atterbergimits above"A" d SANDSTONE,CEMENTED SHELL BEDS•ETC. PENETROMETER SBT-SOIL BEHAVIOR TYPE
w m f- m¢E I C Clayey gravels,gravel-sand-silt mixtures rn v''Q line or I.greater than 7 dual symbols WEATHERED WEAKLY TO NON CEMENTED COASTAL PLAIN SEDIMENTS FORMERLY DPT-DIRECT PUSH TECHNOLOGIES SCPTu-SEISMIC CPTu
z m CD m m`m 19 m m LIMESTONE 1 % 0 CEMENTED INTO ROCK BUT DOES NOT YIELD SPT REFUSAL SAMPLES
a- ( >."m Li) v o o _I \ / I / OFTEN RESEMBLE SOIL WITH EVIDENCE OF CEMENTED FRAGMENTS. DTW-DEPTH TO WATER SEDS.-SEDIMENTS
8 m si '' '`'' Well-graded sands,gravelly sands,little or no in -La
a c a D� (D30)2 E o 0 0 o WEATHERING DRK-DARK SOLS-SURFICIAL ORGANIC LADEN
w c o m v c_ ::SW? m co __greater than 6; between 1 and 3 EELEV.-ELEVATION SOIL
m m w ,r- fines m ZS Cu D10 Cc D tD x D.
0 o o FRESH ROCK FRESH,CRYSTALS BRIGHT,FEW JOINTS MAY SHOW SLIGHT STAINING.ROCK F.-FINE SPT-STANDARD PENETRATION
m `a h e •A, :?• a c m s 0 i- v o RINGS UNDER HAMMER IF CRYSTALLINE.
O `> > m m 0 °� 0
VERY SLIGHT ROCK GENERALLY FRESH,JOINTS STAINED,SOME JOINTS MAY SHOW THIN CLAY FIAD-FILLED IMMEDIATELY AFTER TEST
U 5 '°a m a' ' •••• Poorly-graded sands,gravelly sands,little or `o m O1 0 (V.SLI.) COATINGS IF OPEN.CRYSTALS ON A BROKEN SPECIMEN FACE SHINE BRIGHTLY. DRILLING ST-SHELBY TUBE
m mo U j ':•••SP••:. no fines y m m c m Not meeting all gradation requirements for SW ROCK RINGS UNDER HAMMER BLOWS IF OF A CRYSTALLINE NATURE. FOSS.-FOSSILIFEROUS TR.-TRACE
L o o a, m SLIGHT ROCK GENERALLY FRESH,JOINTS STAINED AND DISCOLORATION EXTENDS INTO FRAC.-FRACTURED UCP-UNDIVIDED COASTAL PLAIN.
m w • 7 c % y n-- (SLI.) ROCK UP TO 1 INCH.OPEN JOINTS MAY CONTAIN CLAY.IN GRANITOID ROCKS FRAGS.-FRAGMENTS UU-UNCONSOLIDATED UNDRAINED
"' �SdA m m iTs�0 Fig--,. SOME OCCASIONAL FELDSPAR CRYSTALS ARE DULL AND DISCOLORED.
>° L L m m SM`Pt Silty sands,sand-silt mixtures 5 5 a, Atterberg limits below"A" _ >, CRYSTALLINE ROCKS RING UNDER HAMMER BLOWS. IGM-INTERMEDIATE W/-WITH
m `m m t m - a o`o c c m line or P.I.less than 4 Above"A"line with P.I. GEOMATERIALS W-WET
£ ,..
m =D`ofr..U' 0.
m�'m £N between 4 and 7 are border- U 5 MODERATE SIGNIFICANT PORTIONS OF ROCK SHOW DISCOLORATION AND WEATHERING LL-LIQUID LIMIT(%) V.-VERY
E m n c ' v cmi ,n m N m vi° (MOD.) EFFECTS.IN GRANITOID ROCKS,MOST FELDSPARS ARE DULL AND DISCOLORED,o w n'o €m m m m Atterbe limits above"A" line cases requiring use of O LL U SOME SHOW CLAY.ROCK HAS DULL SOUND UNDER HAMMER BLOWS AND SHOWS LS.-LIMESTONEVST-VANE SHEAR TEST
.E• m QEy. Clayey sands,sand-clay mixtures m n> ro dual symbols . SIGNIFICANT LOSS OF STRENGTH AS COMPARED WITH FRESH ROCK LT.-LIGHT WOH or W-WEIGHT OF HAMMER
m✓ I(y o o m line or P.I.greater than 7 MED.-MEDIUM WOR or W-WEIGHT OF ROD
4 MODERATELY ALL ROCK EXCEPT QUARTZ DISCOLORED OR STAINED.IN GRANITOID ROCKS,ALL
SEVERE FELDSPARS DULL AND DISCOLORED AND A MAJORITY SHOW KAOLINIZATION. ROCK MOD.-MODERATELY
I Inorganic silts and very fine sands,rock floor, (MOD.SEW.) SHOWS SEVERE LOSS OF STRENGTH AND CAN BE EXCAVATED WITH A
il ML silty or clayey fine sands or clayey silts with 80 GEOLOGISTS PICK ROCK GIVES"CLUNK'SOUND WHEN STRUCK
�I slight plasticity i c c IF TESTED,WOULD YIELD SPT REFUSAL NORMALIZED CPT SOIL BEHAVIOR CHART
FOR CLARIFICATION OF FINE-GRAINED SOIL AND C
m m.E S > FINE-GRAINED FRACTION OF COARSE-GRAINED SOILS \� / y v ,o SEVERE ALL ROCKS EXCEPT QUARTZ DISCOLORED OR STAINED.ROCK FABRIC CLEAR AND
m U_ // Inorganic clays of low to medium plasticity, TD- J / .-
CD °I — o m (SEV.) EVIDENT BUT REDUCED IN STRENGTH TO STRONG SOIL.IN GRANITOID ROCKS ALL ROBERTSON ET AL. 1990
0 c 5 2 /CL' gravelly Gays,sandy days,silty Clays,lean S.- in o E e FELDSPARS ARE KAOLINIZED TO SOME EXTENT.SOME FRAGMENTS OF STRONG 1 000
o m vy I/I/ \\ Q ROCK USUALLY REMAIN. 'f
m // days 60- 4 P 6 u M ,.., IF TESTED,YIELDS SPT N VALUES>100 BPF
U1� I f Organic silts and organic silty clays of low a / O� in VERY SEVERE ALL ROCK EXCEPT QUARTZ DISCOLORED OR STAINED. ROCK FABRIC ELEMENTS lc=1.31
u)m OL i w50- N (V.GEV.) ARE DISCERNIBLE BUT THE MASS IS EFFECTIVELY REDUCED TO SOIL STATUS,WITH c 7 , Q
O S I plasticity :;40
ONLY FRAGMENTS OF STRONG ROCK REMAINING.SAPROLITE IS AN EXAMPLE OFO f ROCK WEATHERED TO A DEGREE SUCH THAT ONLY MINOR VESTIGES OF THEidi
- ORIGINAL ROCK FABRIC REMAIN.E Inor anic Silts,micaceous or diatomaceous / Q_ _ m v IF TESTED.YIELDS SPT N VALUES<100 BPF Ill 1-
9
N MH fine sandy or silty soils,organic silts co 30- / co co o rn COMPLETE ROCK REDUCED TO SOIL. ROCK FABRIC NOT DISCERNIBLE,OR DISCERNIBLE ONLY U \ O� \
(0 m >• g / V E o o `� o IN SMALL AND SCATTERED CONCENTRATIONS.QUARTZ MAY BE PRESENT AS DIKES Z \
IL m U.E m a20- / O E ,D m OR STRINGERS. SAPROLITE IS ALSO AN EXAMPLE. \\ 9(- \ ilk
z Iii
E D72 L /CH� Inorganic clays of high plasticity,fat clays /G` MH OH o m 0 ROCK HARDNESS 100 \ - \
LLE c.�
y�m / _
C.
2'L I° �/ 10_ VERY HARD CANNOT BE SCRATCHED BY KNIFE OR SHARP PICK BREAKING OF HAND 6 \\ �Z \ '
c m c' /� 4 'CL-'`'L�//�ML «+ OL SPECIMENS REQUIRES SEVERAL HARD BLOWS OF THE GEOLOGISTS PICK W \ lr
Organic clays of medium to high plasticity, I fY O
�OH 0 i 20 3 s0 s0 s0 7 8 s0 rob 1fo `I HARD CAN BE SCRATCHED BY KNIFE OR PICK ONLY WITH DIFFICULTY.HARD HAMMER �j
`m , organic silts
Y � /�� �p » N y BLOWS REQUIRED TO DETACH HAND SPECIMEN. LU
m '' �!! UQUD UMIT(a) > 7, -� Z -9�,
d m IT, . MODERATELY CAN BE SCRATCHED BY KNIFE OR PICK GOUGES OR GROOVES TO 0.25 INCHES
0 E E a° ..• lC iC o 0 O HARD DEEP CAN BE EXCAVATED BY HARD BLOW OF A GEOLOGISTS PICK HAND 0 gl
Q
_rn o "�':Pt. Peat and other highly organic soils Plasticity Chart U m SPECIMENS CAN BE DETACHED BY MODERATE BLOWS. (•)
=O m -
MEDIUM CAN BE GROOVED OR GOUGED 0.05 INCHES DEEP BY FIRM PRESSURE OF KNIFE OR a
HARD PICK POINT.CAN BE EXCAVATED IN SMALL CHIPS TO PIECES 1 INCH MAXIMUM SIZE LI-I• Division of GM and SM groups into subdivisions of d and u are for roads and airfields only. "Borderline classifications used for soils possessing characteristics of two groups are BY HARD BLOWS OF THE POINT OF A GEOLOGISTS PICK N 1 0
Subdivision is based on Atterberg Limits:suffix d used when L.L.is 23 or less and the P.I.is 6 designated by combinations of groups symbols. SOFT CAN BE OR READILY BY KNIFE OR CAN BE J or less;the suffix u is used when L.L.is greater than 26. For example;GW-GC,well-graded gravel-sand mildure with Gay binder. CAN BE GROVEDS FROM CHIPS GOUGED SEVERAL INCHES IN SIZE PICKY MODERATE EXCAVATEDE IN A `\ \
FPICK POINT.SMALL,THIN PIECES CAN BE BROKEN BY FINGER PRESSURE.
2 \
RELATIVE DENSITY/CONSISTENCY PLASTICITY \
o. VERY CAN BE CARVED WITH KNIFE.CAN BE EXCAVATED READILY WITH POINT OF PICK Cr A
REL4TIVEVALUESPRESENTEDONFIELDLOGS WITH UNCORRECT�DN-VALUES. PI RANGE DRY STRENGTH SOFT PIECES 1 INCH OR MORE IN THICKNESS CAN BE BROKEN BY FINGER PRESSURE. •
CAN BE SCRATCHED READILY BY FINGERNAIL. Z
FOR CLASSIFICATION ONLY,NOT FOR DESIGN NON-PLASTIC 0 -NONE:CRUMBLESWITHMEREPRESSURE _
LOW PLASTICITY 1-10 -LOW:CRUMBLES WITH SOME FINGER PRESSURE CEMENTATION
COARSE-GRAINED SOILS(major portions retained on No.200 sieve) MED.PLASTICITY 11-20 -MEDIUM:BREAKS INTO PIECES OR CRUMBLES
Descriptive Terms Relative Density SPT Blow Count WITH CONSIDERABLE PRESSURE DESCRIPTIVE TERM DESCRIPTIVE TERM 1
Very loose 0 to 15% <5 HIGH PLASTICITY 21-40 -HIGH:CAN'T BE BROKEN WITH FINGER PRESSURE WEAKLY CEMENTED CRUMBLES OR BREAKS WITH HANDLING OR LITTLE
Loose 16 to 35% 5 to 10 VERY PLASTIC >40 -VERY HIGH:CAN'T BE BROKEN BETWEEN THUMB AND FINGER PRESSURE 0.1 1 10
Medium dense 36 to 65% 11 to 30 HARD SURFACE MODERATELY CEMENTED CRUMBLES OR BREAKS WITH CONSIDERABLE FINGER NORMALIZED FRICTION RATIO, F
Dense 66 to 85% 31 to 50 PRESSURE
Very dense 86 to 100% >50 GROUNDWATER STRONGLY CEMENTED WILL NOT CRUMBLE OR BREAK WITH FINGER PRESSURE ZONE# DESCRIPTION
V WATER LEVEL AT END OF DRILLING,OR AS SHOWN SYMBOLS 1. SENSITIVE,FINE GRAINED
FINE-GRAINED SOILS(major portions passing on No.200 sieve) - 2. ORGANIC SOILS-PEATS
Unconfined CompressiveT L ROADWAY EMBANKMENT S n� TEST BORING o- SPT N-VALUE
Descriptive Terms Strength kPa SPT Blow Count WATER LEVEL AFTER 24 HOURS,OR AS SHOWN 3. CLAYS;CLAY TO SILTY CLAY
L WITH SOIL DESCRIPTION 4. SILT MIXTURES;CLAYEY SILT TO SILTY CLAY
Very soft <25 <3 7 ESTIMATED WATER LEVEL FROM PORE PRESSURE SOIL SYMBOL ® AUGER BORING 4311 SPT REFUSAL 5. SAND MIXTURES;SILTY SAND TO SANDY SILT
Soft 25 to 50 3 to 4 6. SANDS;CLEAN SANDS TO SILTY SANDS
C Firm 50 to 100 5 to 8 SOIL MOISTURE-CORRELATION OF TERMS ARTIFICIAL FILL OTHER THAN ROADWAY EMBANKMENTS {II} CORE BORING
7. GRAVELLY SAND TO SAND
Stiff 100 to 200 9 to 15
SOIL MOISTURE SCALE FIELD MOISTURE GUIDE FOR 8. VERY STIFF SAND TO CLAYEY SAND*
Very stiff 200 to 400 16 to 30 (ATTERBERG LIMITS) DESCRIPTION FIELD MOISTURE DESCRIPTION ® CONE PENETROMETER TEST
M C X1 Hard >400 >30 USUALLY uou0;VERY WET,USUALLY 0 SHELBY TUBE SAMPLE 9. VERY STIFF FINE GRAINED*
r m (SAT)SATURATED TABLE B LOWSE Ti€GRGROUNDH LAB WATER
ST SAMPLE DESIGNATION Q PIEZOMETER
*=OVERCONSOLIDATED OR CEMENTED
i� C7 PERCENTAGE OF MATERIAL LL - LIQUID GENERAL NOTES
fl PLASTIC -WET- VISIBLE FREE WATER,us(Am I Y IN COARSE_ BULK OR SPT SAMPLE • SOUNDING ROD
r-� Cal ---.7RANGE SOILS BELOW WATER TABLE.SEMISOUD, S OR SS SAMPLE DESIGNATION
V c% ORGANICS GRANULAR SILT/CLAY OTHER MATERIAL ((Pp (W) NEEDS DRYING 70 FOR OPTIMUM MOISTURE 1. Classifications are based on the United Sod Classification System and include consistency,
tvSLOPE INDICATOR
SOILS SOILS TRACE <5% PL — PLASTIC UMIT O INSTALLATION moisture,and color. Field descriptions have been modified to reflect results of laboratory tests
�'( MODIFIED CALIFORNIA SAMPLE where deemed appropriate.
� ON TRACE 2-3% 3-5% FEW 5-10% -MOIST- DAMP BUT No VISIBLE WATER soup;
ry LITTLE 4-5% 6-12% LITTLE 15-25% OM— OPTIMUM MOISTURE (M) AT OR NEAR OPTIMUM MOISTURE H OR CPT SBT OUT OF RANGE
MODERATELY 6-10% 13-120% SOME 30-45% SHRINKAGE UMIT 2.Descriptions on these boring logs apply only at the specific boring locations and at the time the
d HIGHLY >10% >20% MOSTLY 50-100% -DRY- ABSENCE OF MOISTURE DRY TO THE TOUCH NOTE: BORING SYMBOLS MAY BE USED IN COMBINATION WITH ADDITIONAL SYMBOLS TO borings were made. They are not guaranteed to be representative of subsurface conditions at
REQUIRES ADDITIONAL WATER TO ATTAIN DEPICT COMPANION BORINGS(BORING INSTALLED WITHIN FIVE HORIZONTAL FEET) other locations or times.
(D) OPTIMUM MOISTURE OR BORINGS WITH CORE,ETC.

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2 t� C� NOTES: / , ''� r i r c r' { e• O a • ;
('� cJ, 171 AERIAL IMAGERY OBTAINED FROM NC ONE MAP �'� • '' .' r f ` 3.
.. 'ice', < - ke
N SITE PLAN AND CONTOURS PROVIDED BY MOFFATT AND NICHOL IN DRAWING • Y`•r L �'' °, * � lir •. i, 1 - r ay! ';._ ,r p„
all 03200962 MOFFATT NICHOL USS NC SOUTH LOT TOPO 12-18-2020 FINAL SS.DWG `
-..1 N - - - - - - - - • .r s I i ` •,. ,,,,,,ipt, ;

0 100 200 CATLIN= PROJECT REFERENCE FIGURE
Iliii HORIZONTAL SCALEINFEET PROFILE THROUGH BORINGS PROJECTED ALONG A - A' 220161 >y�.�.r 220161 3
VE=100
CAL
A A'
30 30
CPT-13 : : CPT-11 : CPT-10 : CPT-03 : : CPT-01 : CPT-19
•
20 : : : : : : : : : : : 20
10 : : : : : : : • : : : : : •
10
• •• APPROXIMATE •• : • APPROXIMATE
CONE WATER SURFACEE FRICTION LAND SURFACE FRICTION RESIST
OD ST CONE .
FRICTION RESIST.
FRICTION RE• SIST FRICTION RE• SIST • FRICTION RESSIISST. 3 1.5 0 '5O (� (� (�• (O O
,O O (k/i (0 (05 (1N 3 1.5 0 5 4° �.►___3 1.5 0 ^ =-
��� ` �/\ \ 3 1.5 0 'P 3 1.5 0 '� /� Imo. .� '
•
'12/20 : 1 ./ © •
12/20 _ ���1,�2/20 •
CLAYS = e1e.. — — O = : :
gla r •VAC 12/20 .,✓' B .....
•
A0 •: _ �� • • • : : : -10
•
•
•
_ BT : BT • BT •
-zo BT : BT : :BT : : : : : 20
-30 -30
-40 . : : : : : : : : : : -40
ACC LIGHT BROWN TO GRAY,RECENT FILL CONSISTING OF FINE TO COARSE SAND AND SILTY SAND. APPROXIMATELY 50%PAVEMENT COVERED - • •
GRAY TO BROWN,HISTORIC FILL AND ALLUVIAL OVERWASH CONSISTING OF SAND AND GRAVEL WITH INTERBEDDED THIN SILT AND CLAY RICH LAYERS •
-50 • 0 - GRAY,LOW TO MODERATELY ORGANIC ELASTIC/PLASTIC SILTS,CLAYS,AND SAND MIXTURES(ALLUVIAL) • • -- . • . . • • • • • •:• • • . . • • . . . .. • • •'• . • • • ' ' • A T • D _• ' • ' ' -50
• -NOTES: GROUNDLINE PROFILE ALONG—GENERATED
FROM 03200962_MOFFATTNICHOLUSS_NC_SOUTH_
v OD DARK •BROWN,HIGHLY ORGANIC SILT,AND SAND WITH WOOD FRAGMENTS. (ALLUVIAL) : : LOT TOPO_12-18-2020_FINAL_SS.dgn DATED •
12/18/2020
m : : : : : : : : INFERRED STRATIGRAPHY IS DRAWN
G7 •
•
•
•
THROUGH THE BORINGS WITH BOTH •
--T-- t� . : : ; : ; : : •
PROJECTED ONTO PROFILE. -60
-0 en -60
No C • • DEPTH TO WATER ESTIMATED FROM CPT PORE
0 o r - S S S PRESSURE.
fV •
N • • • .
. . . .
0 200 400 600 800 1,000 1,200 1,400

o ioo 200 ------d."7 CATLIN= PROJECT REFERENCE FIGURE
IliIV/ON LW,lb.
HORIZONTAL SCALE IN FEET PROFILE THROUGH BORINGS PROJECTED ALONG B - B' 220161
Vd.da.lea.IC 3••••
.......Ur*.........1.••••••..... 220161 4
VE=10.0
B B'
30
• • • - 30
SOIL TEST RESULTS • • . .
• CPT-14 CPT-12 -
. •
• •
• • • CPT-18
. . .
• • BORE SAMPLE DEPTH USCS %PASSING SIEVES MOISTURE ORGANIC •
• • • .
L.L. P.L. P.I. CONTENT CONTENT . . . .
• ' • • : ID. ID. ' INTERVAL CLASS. 10 40: 200 (%) •
. . . • • • •
• • • • CPT-05 S-05 • 4.0-6.0 SP NP - NP NP 100 70. 4 - • • • • • •
• • • • CPT-09 S-01 ' 0.0-3.0 SP-SM NP - NP NP 100 82' 12 - • - • • . . •
. . .
• • . • CPT-09 S-01 3.0-4.0 SP-SM NP • NP NP 100 82* 12 - • .
. . .
. • • . : •
• . . . CPT-09 S-02 . 7.0-9.0 . NES - - .- 83 74. 66 - . 28.5 . • • • •
20 •
. • • , CPT-09 5-o3 ., tap-13.2 - NES , , .- .. - •- • • • * • 20
. • • •
• • CPT-09 S-04 • 16.0-17.0 NES -• - • 49.1 ' '
• • • .
CPT-14 - S-06 3.0-4.0 - SP-SM NP * NP NP 96 56 5 : . • . •
. .
. .. . .
. . - . CPT-14 S-07 . 6.0-7.0 MN 73 46 27
99 93. 89 - . - . . . • -
• • • CPT-14 S-08 - 7.0-8.0 SP NP NP NP 100 78. 4 - • - - - • •
• • • ' CPT-18 S-09 • 0.0-2.0 SM NP NP NP 99 80' 20 - .' •• • . .
• • . . • • •
. . . ' CPT-08 CPT-09 CPT-05 . . . . . .
. . . . • • . • • • • •
• • . . . • . . . • • .
. .
. . . - • • • . . .
• . • • • • • . • • - . .
10 FRICTION- • • • • . . EXISTING LAND SURFACE : • • • • • 10
. . . • • . • . . . .
• • • . • • • • • • •
. . . .. . - - •CONE'
.../.i FRICTION RESIST. •
• FRICTION RESIST. • • • • CONE . • • • '
CONE
FRICTION RESIST. • • • CCNE •
040 946 • • RESIST.
3 1.5 0 e 4? • . CONE FRICTION RESIST . . • .
FRICTION RESIST. 61.0 (I46 ,....... .,44 45
..... am.....V,.... 1.5.0 '4' • . .
." 4.3. 1.5 0 e• • INF) 040
3 1.5 0 e 4SP 410 : Or
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.-- . .
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-20 :: : • /gm- •_•..:----.. 7 -: :--7• :. ' • SANDS AND SAND MIXTURES • •* : • • • -20
• • • • •
' • . _--- - • •
• • . . • • •. . .
• • • CLAYS __ ,-- • • • • • • • •
• • . ---- - 1 •
: •
: .
:•. .
•
•
i .
• ' • SANDS
• . • : 1 : . .
• . . .
. • . . • •
• . • • • •
• • . . . •
. • . . • . • - • •
-30 • • • • _ . •SAND MIXTURES,CLAYS,AND ORGANICS • - • • • • .• -30
. • . .
--
. • . • • • • • .
. _ .-,-MI . . . . .
• • • • -:.•---'---.."------... -REF • • • - - • • • •
• • --:----------sgst : . • • - - . . .
• • • SANDS TO GRAVELLY SAND • • • • • • ' • •
• • • REF : • • . . : : • • .
. . . . .
. • . . . • •
- • • . - . . . • . • - - •
• . . . . - • . . • • • • •
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• . . . . . . . .
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. • • • . • • • • . . . . .
- . . . . . . . . • • • • • •
- • . . . .
• 0 LIGHT BROWN TO GRAY,RECENT FILL CONSISTING OF FINE TO COARSE SAND AND SILTY SAND. APPROXIMATELY 50%PAVEMENT COVERED • • • • • •
• • - • • • •
. • . . . . .
• 0 GRAY TO BROWN,HISTORIC FILL AND OVERWASH CONSISTING OF SAND AND GRAVEL WITH INTERBEDDED THIN SILT AND CLAY RICH LAYERS • • • • • •
• • • • • • -
. • . . . . .
-50 • © • GRAY,MODERATELY ORGANIC ELASTIC SILT WITH WOOD FRAGMENTS(ALLUVIAL) • • ' • -50
• • . •• • • :NOTES: GROUNDLINE PROFILE ALONG-GENERATED :
• • • • ' FROM 03200962 MOFFATT_NICHOL USS NC_SOUTH_
• 0 DARK BROWN,HIGHLY ORGANIC SILT,AND SAND WITH WOOD FRAGMENTS. (ALLUVIAL) : • : • •
• . • • • LOT TOP0_12-18-2020_FINAL_SS.dgn DATED •
• • • • • 12/18/2020
• ' • • • ' • • • . .
' . . . . . . . ' • • • -
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• -
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• •
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. •. INFERRED STRATIGRAPHY IS DRAWN •
0 • . . . . • • . • • • • THROUGH THE BORINGS WITH BOTH •
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• •
. '
. •
. PROJECTED ONTO PROFILE. .
-60
m -60 • '
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-
DEPTH TO WATER ESTIMATED FROM CPT PORE
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0 100 200
""---*--"‘"s CATLIN= PROJECT REFERENCE FIGURE
HORLZONTAL SCALE IN FEET PROFILE THROUGH BORINGS PROJECTED ALONG C - C' 220161
220161 5
VE=10.0
C CI
30 • 30
CPT-15 : CPT-16 : •
. CPT-07 • CPT-06 CPT-04: • • CPT-02 - • CPT-17A : •
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• 0 LIGHT BROWN TO GRAY,RECENT FILL CONSISTING OF FINE TO COARSE SAND AND SILTY SAND. APPROXIMATELY 50%PAVEMENT COVERED • • • • • •
• . . . . . .
. . . - • •
• 0 GRAY TO BROWN,HISTORIC FILL AND OVERWASH CONSISTING OF SAND AND GRAVEL WITH INTERBEDDED THIN SILT AND CLAY RICH LAYERS • - • • • •
• . . . . . .
-50 LOW TO MODERATELY
• 0 • GRAY TO BROWN, ORGANIC ELASTIC/PLASTIC STIC/PLASTIC SILTS,CLAYS,AND SAND MIXUTRES(ALLOVIAL)- - - - - - - - :- - - - - - - - - - - -:- - - - - - - - - - - - :- - - - - - - - - - - -.:•/,,i6-1Es
• GROLiNDLI NE PROFILE ALONG-GENERATED - - - - - - - "5°
• FROM 03200962 MOFFATT NICHOL_USS NC_SOUTH_
• 0 DARK BROWN,HIGHLY ORGANIC SILT,AND SAND WITH WOOD FRAGMENTS. (ALLUVIAL) : •
• • • • • LOT TOP0_12-173-2020_FINAL_SS.dgn DA-TED •
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• • • • •
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• •. 12/18/2020
0 • .
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INFERRED STRATIGRAPHY IS DRAWN •
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c., 0 200 400 600 800 1,000 1,200 1,400

To investigate patterns of inundation across the Battleship property, a series of compact water level and salinity
sensors were installed at ground level . Sensors logged data continuously at 10 minute intervals over the course of
a year
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0 Water Level Water Level + Salinity
RECEIVED
AUG 25 2022
DCIl-9—MHD CITY

Question 1 : Does the water level record from the NOAA long term tide gauge in the Cape Fear
adequately represent water levels in the Battleship berth?
Rationale: even small differences between the two would be important to understand for living shoreline design
NC Battleship HOBO
2
A single water level sensor was
o installed on a boardwalk piling
Z (\ 1\
near the stern of the ship in 2019.
t o No detectable differences were
,T6 found between water level trends
at this site and those measured at
the nearby NOAA long-term tide
Wilmington 8658120
Battleship HOBO gauge in the Cape Fear River.
— -0.7 m
-2
1 /1 /19 1 /2/19 1 /3/19 1 /4/19 1 /5/19 1 /6/19 1 /7/19 1 /8/19 1 /9/19 1 /10/19
Date
RECEIVED
AUG 25 2027
DCA1-iv`.HD CITY

Question 2 : Are there differences in timing/magnitude of water levels across the
Battleship property?
Rationale: differences would indicate restrictions to water flow that could be alleviated by re-design
(eg. a culvert that is too small...)
Water level sensors were installed at
the remaining 3 stations in July of 2020
Q ,.5- and have been collecting data ever
E since. The timing and magnitude of
0 Sensor high tide signals is consistent among all
4c—d 2 3 sensors suggesting that water moves
°tti I 4 freely across the site
w j1
15 V t
cl
-------t---
\j I
0.5- 1
I, .1 ,_—] \ i
Aug 02 Aug 03 Aug 04 Aug 05 Aug 06 RECEIVED
AUG 2 5 2022
DC11.9-MHD CITY

Question 3 : Are there measurable salinity differences across the site?
Rationale: if rainwater is an important driver of flooding in the road/parking lot entry area, we should
be able to detect that in the salinity data
All salinity values below 1 ppt removed
y = 0.98 x + 0.44; r2 = 0.66
12
. • •
! = N
For most of the observation period, salinity values
• i • :• 'S. In the ditch near Battleship Road were similar to
. • • ••• Month those measured within the basin. We did
• •• •
Q •«•• ' • •. •
1
0 8- .C:r. :,4 • • • • ' 2 measure fresher values in the ditch during parts of
• •,: * • :.; 3 April are currently investigating these values further.
c ••
••• • • • •.• 4
a . • • :: ..• • • :•• • 5
• • •: •• _ •
• • • . .t $ ram. . r • • • 9
% •
+-' V . • • • •N 1�E • •
-F3 4 • •K• • •r %. •
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• • _.. .
=j .r ib:f•••• • 12
.••• •• • • . • .
0-
0 4 8 1'2
Salinity @ Battleship (ppt)
RECEIVED
AUG 25 2022
DCM-I1HD CITY

Question 4: What is thattleship Road ?
• . . .
...,
, , ,
r -. ' ' `:.
, •
*--1.2
;+ • - 1
1.24
1.24
0.
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t.
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�) . . 1.08 �
b� ' '�'I,� ` ' '7 • . • 1.06 1.1� oya
4. /1.1
Road Points -4. tr, a • 1.08
1 Elevation (m NAVD88) ',a i;*1
. !�, =, f .
0.5 m . t� . •'1 7.8%
` • 2.5%
o + �;# i '. • '-- I I 0.9% 0.3% 0.3%
i ice'' r 1, ' its. i i
1.4 m , ►:+;++
�'` 1.2 5
✓D88)
Colored circles represent elevati o e dayon almost
NOAA during a 2019 GPS survey
RECEIVED
AUG 25 2022.
DCM-; :iiD CITY

1 I 2 I 3 I 4 I_ 5 I 6 ,
LIVING WITH WATER _ .
E E I .USS NORTH CAROLINA .
4 1.
ea
WI LM I NGTON NORTH CAROLI NA
g
D a ■■® D o
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, a
c,z a
NORTH CAROLINA DEPARTMENT OF a° W o
' - BATTLESHIP NORTH CAROLINA NM�•� NATURAL AND CULTURAL RESOURCES �� w N
=U fA o
BATTLESHIP 1 BATTLESHIP ROAD • _ ~ >
109 EAST JONES STREET Z Z ° N
WILMINGTON, NC 28401 NORTH RECEIVED 7,cn
CAROLINA RALEIGH, NC 27601 D
NORTH CAROLINA DEPARTMENT OF
CULTURAL AUG 25 2022
RESOURCES "I'
J DCh1- 1HD CITY c'.
w w U
C $ i h O
8 Z - :
g i o m I
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PEMBROKE N N "+
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- _ I _. - ,IIIIIIIII a a a"'k
BURGAW '9' '14.014.... 101t, _ - d i j € i l i k
SURF CITY = rc B
O
HAMPSTEAD�+ SITE _ w co
B LAKE WACAMAWAelillir SITE - �- w o
MARKET ST B `',;,,,5:'d ti
r 2 z°' 0 E
HWY 76/ANDREW JACKSON HWY �O 2 a
WILMINGTON _ 4 4
co 2 WILLISTON ii
c 3°
TABOR CITY ill MIDDLE
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1,_ N SCHOOL 3
Q O Al dS
BOLIVIA CA ,?
— CAROLINA BEACH - N — o
SHALLOTTE KURE BEACH crLu
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m3 1 o
G. CrSOUTHPORT - mi
OCEAN ISLE BEACH 4 1'
6LuQ
CONWAY NORTH MYRTLE BEACH 13 L U
EAGLE Q p
nib'- p ISLAND -
A ATLANTIC OCEAN tL Ao
MYRTLE BEACH hKT. ,„ o
SE.: O
iN, ro
h
VICINITY MAP LOCATION MAP REVISION 1 -2022-07-20 Sheet o
NOT TO SCALE NOT TO SCALE FOR PERMIT Reference No. —
x
ISSUED:2022-06-22 G-001
NOT TO BE USED FOR CONSTRUCTION
1 2 --7 3 I 4 1 5 I 6 INDEX' OF to r

1 I 2 I 3 I 4 I 5 I 6
Nan
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ESHI ' GARCENVA
L_=._) - 1.t'"�.,,l,. ,.I _ . �- EXISTING 1� ..,.,,....
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- COFFER DAM
—��— ` �a� •,, 1 � ; / PIER/FLOATING DOCK S.
E 7 -- -- - MOORING EXISTING PIER EXISTING EXISTING �f
/ 7 -- --- -- _ ------ - - -_�� LINE COASTAL E'
3"0 PVC PIPE(4 T.TAL) TYP, ! ' RIPRAP,TYP a g'
START LOCATION NKN QWN, i VOLUNTEER EXISTING BOAT ANCHOR EXISTING MEAN /// WETLAND ?• a
OUTLET UNDER WALL __`J i - COASTAL WETLAND / HIGH WATER 1:!�".no-►.-o-.'• . `41►•
LOADING DOCK
EXISTING BOAT ANCHOR / // \` •„ "" i � qm �~►a`_ !a•
ELECTRIC BOX / EXISTING BLOCK MATS M« �` R- �►�
►�ih� *e Ai�b��' g
• "y ,.-.•.,. y' ., --- ,.« VISITOR'S "1141111'
• %w 7-o $' s:11i;
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c §
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e •w ; (55 TOTAL),TYP .•r�/s. aa.E cour r0 A iro ��-t v� �.. .':�� _ -"i-
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cr,•s =' _ �liglf � .. CPT-19
64.
it CPT ^ \ ;'j / .. s �` o _�� ��I i_ i
T-•1a ��0Q °!�_11 411 0 ' P :?:.
'3.0 D} . I ►..D ►I' 441, 0*/* ,„,. /.0. 2.0 s h -." i .: --_ i 4 0 r \11)‘,....L o o DQ1 0`. dE9CISTING — y $ . Q¢ 2
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., D�: F= °�yaQ \ � !i� C. �.'�. .•_c • oCPT-18 CP�IBGEO03¢ Z ON .
:„.._ _ o — —— OO HNoo tik
�CP -08 _ + -05 -05 EO jyX Uy " WATERFRONT
\ PT-14 IFCPT-14 LEo •-- Ir i .... ' ,.<:::. a
PARK•
moo:o d75'AEC o EXISTING - •• "` '"` o.00 CPT-17A 2C - BUFFER,TYP t COASTAL r - _ imp ° _ :i.- a� q ,� ,.,. i� °• so , fWETLAND - O ` '' 41r •T. �• CPT-17 c • u, = 1
. ..... . ,
_ - i *.' 1 j,;all
eCPT- 5 itCPT-16 m /. - ---.— . ti. ` ........ ��'��. 0 0 0 .
•
- �+Wi liir+Yli pa. ,r. . wa NA - --- ,rig . N
. =+,t"`— — ..— 0_ .. — ..,,- i -�•- r.: - w!z �SS NORTH ROLINA ROAD .. - N
' _ 3 -
*\ - UM rrYti rIYY r • i r r # r _� OwNeR:Ncoo-
PGr ''''2 Irisig .'-- ' . . _
D
-_ ! Iry AL, - o
r—
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__.. -._ aa --- ----- . EXISTING AT&T EXISTING = 9 a,,.• LL o
i.- TELECOM BOX 30"0 CMP ff ; ' ,�
_ - EXISTING EXISTING EXISTING -'0 r PID-R05300-001-001-000 i g F A ) ,o
_:30 _-�/ T.y 105 NE BATTLESHIP RD F z_ W o
B — — COASTAL UNDERGROUND OVERHEAD G m OWNER:HOLDINGS OF TCM INC ~o 7 . �
___ -- PIO-R05300-001-002-000 %
WETLAND UTILITIES POWER LINES ; ,-, CLASS:B-2-BUSINESS DISTRICT .n w n.
-"-� 125 NE BATTLESHIP RD r^
-�' Z ZONING:COM-Commercial u.
. OWNER:HOLDINGS OF TCM INC LAND USE CODE:958-Unused Land P. z
--—-- -- - CLASS.B-2-BUSINESS DISTRICT BATTLESHIP ROAD a I_
ZONING:COM-Commercial m
W
LAND USE CODE:958-Unused Land - ONER:NCDOT 1 ,
2
BORING LOG BORING LOG NOTE: LEGEND A tr
— CORE NORTHING EASTING CORE NORTHING EASTING 1 CATLIN ENGINEERS AND SCIENTISTS CONDUCTED"GEOTECHNICAL SUBSURFACE ## BORING LOCATION(SEE NOTE) RECEIVED - _ 4
INVESTIGATION FOR USS BATTLESHIP NORTH CAROLINA LIVING WITH WATER CPT- E El
CPT-01 178531 2316528 CPT-11 178511 2315897 IMPROVEMENTS"REPORT DATED FEBRUARY 17,2021.
CPT-02 178286 2316536 CPT-12 178394 2315745 rig
igMa EXISTING RIPRAP i cj°
2. A PRELIMINARY JURISDICTIONAL DETERMINATION WAS CONDUCTED ON MAY 24,2021. - -p•
CPT-03 178493 2316236 CPT-13 178514 2315589 THE NC DIVISION OF COASTAL MANAGEMENT AND US ARMY CORPS OF ENGINEERS _ __ AUG 25 2022 °i
CPT-04 178256 2316252 CPT-14 178352 2315654 CONDUCTED A SITE VERIFICATION ON SEPTEMBER 17,2021 AND JUNE 9,2022. --—- EXISTING COASTAL WETLAND t.
CPT-05 178379 2316388 CPT-14-GEO 178352 2315655
3. ADJACENT RIPARIAN PROPERTY OWNER NOTIFICATIONS WERE SUBMITTED TO �C��-��, H D CITY CPT-05-GEO 178379 2316390 CPT-15 178231 2315581 HOLDINGS OF TCM INC,AND NCDOT. v
A
CPT-06 178194 2316174 CPT-16 178231 2315737 0l
- —.-.. EXISTING MEAN HIGH WATER LINE
CPT-07 178170 2315996 CPT-17 178287 2316745 4. EXISTING COASTAL WETLANDS ALONG EASTERN SHORELINE ARE APPROXIMATELY A o
CPT-OS 178382 2315958 CPT-17A 178294 2316738 190-FT IN LENGTH WITH A MAXIMUM WIDTH OF 23-FT. EXISTING COASTAL WETLANDS so' a' So' 100' _
WILL NOT BE DISTURBED. RIPRAP WILL BE REMOVED LANDWARD OF EXISTING — — SEAL o
CPT-09 178402 2316097 CPT-18 178409 2316671 COASTAL WETLANDS. ^ GRAPHIC SCALE
CPT-09-GEO 178402 2316098 CPT-18-GEO 178409 2316672 /, ti
-
REVISION 1 -2022-07-20 Sheet o
CPT-10 178559 2316094 CPT-19 178541 2316689 1 FOR PERMIT Reference No.
ISSUED:2022-06-22 G-101
NOT TO BE USED FOR CONSTRUCTION
3 I 4 5 6 INDEX: 3 OF 18 1
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AUG 2 5 2022Ln
Sheet qa
FOR PERMIT I Reference No.
e
DCM-MHD CITY ISSUED:2022-06-22 V-1O1 —
NOT TO BE USED FOR CONSTRUCTION _-
1 I 2 I 3 I 4 I 5 I 6 INDEX 4 OF e

1 I 2 1 3 I 4 I 5 I 6
MATERIALS: MAINTENANCE: T ,.
1. TURBIDITY CURTAIN BARRIERS SHALL BE ORANGE IN COLOR IN ORDER TO ATTRACT THE ATTENTION OF NEARBY 1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTENANCE OF THE TURBIDITY CURTAIN FOR THE DURATION OF TABLE 1-FABRIC PROPERTIES rumBOATERS. THE PROJECT IN ORDER TO ENSURE THE CONTINUOUS PROTECTION OF THE WATERWAY. 7ramm
2. THE TURBIDITY CURTAIN FABRIC SHALL MEET THE MINIMUM REQUIREMENTS NOTED IN TABLE 1 ON THIS DRAWING. 2. SHOULD REPAIRS TO THE GEOTEXTILE FABRIC BECOME NECESSARY,REPAIR KITS AVAILABLE FROM THE ORIGINAL PHYSICAL PROPERTY REQUIREMENT ..a
MANUFACTURER SHALL BE USED.MANUFACTURER'S INSTRUCTIONS MUST BE FOLLOWED TO ENSURE THE THICKNESS(MILS) 45
3. SEAMS IN THE TURBIDITY CURTAIN FABRIC SHALL BE EITHER VULCANIZE WELDED OR SEWN,AND SHALL DEVELOP ADEQUACY OF THE REPAIR. WEIGHT(OZ./SY) 22
THE FULL STRENGTH OF THE FABRIC. TENSILE STRENGTH(LB) 300
E 3. WHEN THE CURTAIN IS NO LONGER REQUIRED,THE CURTAIN AND RELATED COMPONENTS SHALL BE REMOVED IN UV INHIBITOR REQUIRED E I
4. FLOATATION DEVICES SHALL BE FLEXIBLE,BUOYANT UNITS CONTAINED IN AN INDIVIDUAL FLOTATION SLEEVE OR SUCH A MANNER AS TO MINIMIZE TURBIDITY.REMAINING SEDIMENT SHALL BE SUFFICIENTLY SETTLED BEFORE . .
COLLAR ATTACHED TO THE CURTAIN.BUOYANCY PROVIDED BY THE FLOATATION UNITS SHALL BE SUFFICIENT TO REMOVING THE CURTAIN. a
SUPPORT THE WEIGHT OF THE CURRENT AND MAINTAIN A FREEBOARD OF AT LEAST 3 INCHES ABOVE THE WATER 2
SURFACE LEVEL AS INDICATED IN THE TURBIDITY CURTAIN DETAIL ON THIS DRAWING.
5. LOAD LINES MUST BE FABRICATED INTO THE TOP AND BOTTOM OF ALL FLOATING TURBIDITY CURTAINS.THE TOP 22 OZ.NYLON PVC SLOT
LOAD LINE SHALL CONSIST OF WOVEN WEBBING OR VINYL-SHEATHED STEEL CABLE AND SHALL HAVE A BREAK REINFORCED STRESS CONNECTOR FLOATATION
STRENGTH IN EXCESS OF 10,000 POUNDS.THE SUPPLEMENTAL(BOTTOM)LOAD LINE SHALL CONSIST OF A CHAIN VINYL BAND,TYP s
INCORPORATED INTO THE BOTTOM HEM OF THE CURTAIN OF SUFFICIENT WEIGHT TO SERVE AS BALLAST TO HOLD
THE CURTAIN IN A VERTICAL POSITION.ADDITIONAL ANCHORAGE SHALL BE PROVIDED AS NECESSARY.THE LOAD 'I—
LINES SHALL HAVE SUITABLE CONNECTING DEVICES WHICH DEVELOP THE FULL BREAKING STRENGTH FOR14101,1111604it
IiI
CONNECTING TO LOAD LINES IN ADJACENT SECTIONS(SEE TURBIDITY CURTAIN DETAIL ON THIS DRAWING). e6. BOTTOM ANCHORS ARE REQUIRED.BOTTOM ANCHORS MUST BE SUFFICIENT TO HOLD THE CURTAIN IN THE SAME . , 61
POSITION RELATIVE TO THE BOTTOM OF THE WATERCOURSE WITHOUT INTERFERING WITH THE ACTION OF THE z
CURTAIN. z
THE ANCHOR MAY DIG INTO THE BOTTOM(GRAPPLING HOOK,PLOW,OR FLUKE TYPE)OR MAY BE
WEIGHTED(MUSHROOM TYPE),AND SHOULD BE ATTACHED TO A FLOATING ANCHOR BUOY VIA AN ANCHOR LINE. 4
•
THE ANCHOR LINE WOULD THEN RUN FROM THE BUOY TO THE TOP LOAD LINE OF THE CURTAIN.THESE LINES MUST
000NTAIN ENOUGH SLACK TO ALLOW THE BUOY AND CURTAIN TO FLOAT FREELY WITH A WATER SURFACE Mr _ II, II ��s
ELEVATION INCREASE FROM THE MEAN LOWER LOW WATER(MLLW)ELEVATION TO THE MEAN HIGHER HIGH WATER
D
(MHHW)ELEVATION WITHOUT PULLING THE BUOY OR CURTAIN DOWN.THESE LINES MUST BE CHECKED REGULARLY --Z .S al D
TO MAKE SURE THEY DO NOT BECOME ENTANGLED WITH DEBRIS.ANCHOR SPACING WILL VARY WITH CURRENT
VELOCITY AND POTENTIAL WIND AND WAVE ACTION,THEREFORE THE MANUFACTURER'S RECOMMENDATIONS VINYL COATED CABLE(ON CHAIN Q Z 2
SHOULD BE FOLLOWED.SEE ORIENTATION OF EXTERNAL ANCHORS AND ANCHOR BUOYS AS SHOWN IN FIGURE 1 ON BOTH SIDES OF CURTAIN — W 7, Q oti
THIS DRAWING FOR INSTALLATION. LAP LINK,TYP
TO REDUCE STRAIN),TYP Q a
STRESS PLATE,TYP 3 4 D to ti
INSTALLATION: SAFETY HOOK =v V h
1. THE CURTAIN SHOULD NEVER TOUCH THE BOTTOM.A MINIMUM 1 FOOT"GAP"SHOULD EXIST BETWEEN THE TURBIDITY CURTAIN DETAIL 3¢ o c "
_ WEIGHTED LOWER END OF THE SKIRT AND THE BOTTOM AT MLLW.MOVEMENT OF THE LOWER SKIRT OVER THE (J O ry
ci
BOTTOM DUE TO CURRENT OR ELEVATION FLUCTUATION ON THE FLOTATION SYSTEM MAY FAN AND STIR Z Z ¢
SEDIMENTS ALREADY SETTLED OUT. NOTE: J N 1-
2. TURBIDITY CURTAINS SHOULD BE LOCATED PARALLEL TO THE DIRECTION OF FLOW OF A MOVING BODY OF WATER. ANCHORING WITH BUOYS,AS SHOWN,REMOVES ALL = m
VERTICAL FORCES FROM THE CURTAIN.HENCE,THE
TURBIDITY CURTAIN SHOULD NOT BE PLACED ACROSS THE MAIN FLOW OF A SIGNIFICANT BODY OF MOVING WATER. CURTAIN WILL NOT SINK FROM WIND OR CURRENT `n
3. WHEN SIZING THE LENGTH OF A FLOATING CURTAIN,ALLOW AN ADDITIONAL 10 TO 20 PERCENT VARIANCE TO AUTOMATIC FLASHING LIGHT(ON LOADS.FINAL CONFIGURATION AND DETAILS AS o
AT DUSK/OFF AT DAWN)@ 100' RECOMMENDED BY MANUFACTURER. W
STRAIGHT LINE MEASUREMENTS.THIS WILL ALLOW FOR MEASURING ERRORS,MAKE INSTALLING EASIER AND O.C.MAX SHALL BE USED IN 2
REDUCE STRESS FROM POTENTIAL WAVE ACTION DURING HIGH WINDS. NAVIGABLE CHANNELS ONLY,TYP ATTACH LINES TO SHACKLE # Q 2
C 4. AN ATTEMPT SHOULD BE MADE TO AVOID AN EXCESSIVE AMOUNT OF JOINTS IN THE CURTAIN.A MINIMUM C > 0 W w
CONTINUOUS SPAN OF 50 FEET BETWEEN JOINTS IS REQUIRED. STANDARD CONTAINMENT BUOY,TYP
SYSTEMS LIGHT BUOY,TYP _ a 2
0 a
5. FOR STABILITY REASONS,A MAXIMUM SPAN OF 100 FEET BETWEEN JOINTS(ANCHOR OR STAKE LOCATIONS)IS _ 4 i , a
o WATER SURFACE
REQUIRED.IF SPACINGS EXCEEDING THIS ARE ALLOWED BY THE MANUFACTURER,DATA SHALL BE SUBMITTED FOR .. o M g i 1 ...5
REVIEW. Ili,■`�� ■,ill 8 . 5 o a
ANCHOR,TYP(AS �,
6. THE ENDS OF THE CURTAIN(BOTH FLOATING UPPER AND WEIGHTED LOWER)SHOULD EXTEND WELL UNDER THE RECOMMENDED BY h
EXISTING STRUCTURE TO BE REMOVED.THE ENDS SHOULD BE SECURED FIRMLY TO FULLY ENCLOSE THE AREA • THE MANUFACTURER) o
WHERE SEDIMENT MAY ENTER THE WATER. N u 2 CO
7. TYPICAL ALIGNMENTS OF TURBIDITY CURTAINS CAN BE SEEN IN FIGURE 2 ON THIS DRAWING.THE NUMBER AND ,i����j�\ �j/��\��� i��`�� j��/�j�\� \ o g a $ v
SPACING OF EXTERNAL ANCHORS MAY VARY DEPENDING ON CURRENT VELOCITIES AND POTENTIAL WIND AND ��/\ (\ w /��/,\ /,� l�/\`��� Q �€ 4 0
WAKE ACTION.THE MANUFACTURER'S RECOMMENDATIONS SHOULD BE FOLLOWED. LT 8 A _ ,, "$ a
< RIVERBED es;
8. IN RIVERS OR IN OTHER MOVING WATER,IT IS IMPORTANT TO SET ALL THE CURTAIN ANCHOR POINTS.CARE MUST TURBIDITY & g o
BE TAKEN TO ENSURE THAT ANCHOR POINTS ARE OF SUFFICIENT HOLDING POWER TO RETAIN THE CURTAIN UNDER CURTAIN j q u
THE EXISTING CURRENT CONDITIONS,PRIOR TO PUTTING THE FURLED CURTAIN INTO THE WATER.AGAIN,ANCHOR
BUOYS SHOULD BE EMPLOYED ON ALL ANCHORS TO PREVENT THE CURRENT FROM SUBMERGING THE FLOTATION FIGURE 1 -SECTION X.
$ § ,f .3
AT THE ANCHOR POINTS. X. -'1 2 o
B B Ny3g � _
9. WHEN THE ANCHORS ARE SECURE,THE FURLED CURTAIN SHOULD BE SECURED TO THE UPSTREAM ANCHOR POINT " ' ; ,...-
AND
THEN SEQUENTIALLY ATTACHED TO EACH NEXT DOWNSTREAM ANCHOR POINT UNTIL THE ENTIRE CURTAIN IS IN RIVER BARRIER MOVEMENT DUE TO LL
POSITION.AT THIS POINT,AND BEFORE UNFURLING,THE"LAY"OF THE CURTAIN SHOULD BE ASSESSED AND ANY FLOW WIND&RAINFALL,TYP >3 . a
NECESSARY ADJUSTMENTS MADE TO THE ANCHORS.FINALLY,WHEN THE LOCATION IS ASCERTAINED TO BE AS PROPOSED DEMOLITION/
DESIRED,THE FURLING LINES SHOULD BE CUT TO ALLOW THE SKIRT TO DROP. CONSTRUCTION AREA c 3°
ANCHOR&ANCHOR o
10. ALWAYS ATTACH ANCHOR LINES TO THE FLOATATION DEVICE,NOT TO THE BOTTOM OF THE CURTAIN.THE BUOY,TYP _ _ _ W ;
ANCHORING LINE ATTACHED TO THE FLOATATION DEVICE ON THE DOWNSTREAM SIDE WILL PROVIDE SUPPORT FOR _ - a
THE CURTAIN.ATTACHING THE ANCHORS TO THE BOTTOM OF THE CURTAIN COULD CAUSE PREMATURE FAILURE OF o
— THE CURTAIN DUE TO THE STRESSES IMPARTED ON THE MIDDLE SECTION OF THE CURTAIN. ,� — o a
REMOVAL: - E
f / (
/ o
--A
1. CARE SHOULD BE TAKEN TO PROTECT THE SKIRT FROM DAMAGE AS THE TURBIDITY CURTAIN IS DRAGGED FROM , `. mi
o
THE WATER. , o
i 0
2. IF THE CURTAIN IS TO BE REUSED AT THE SITE,THE AREA SELECTED TO BRING THE CURTAIN ASHORE SHOULD BE / RECEIVEDJ.
FREE OF SHARP ROCKS,BROKEN CEMENT,DEBRIS,ETC SO AS TO MINIMIZE DAMAGE WHEN HAULING THE CURTAIN. o
ANY DAMAGE TO THE CURTAIN SHALL BE REPAIRED AS SPECIFIED. �I
0
A 3. IF THE CURTAIN HAS A DEEP SKIRT,IT CAN BE FURTHER PROTECTED BY RUNNING A SMALL BOAT ALONG ITS LENGTH ANCHOR A o
WITH A CREW INSTALLING FURLING LINES BEFORE ATTEMPTING TO REMOVE THE CURTAIN FROM THE WATER. *DISTANCE SHOWN IS VARIABLE AND SHOULD BE IN ACCORDANCE POINT,TYP AUG 2 5 2022
WITH MANUFACTURER'S RECOMMENDATIONS. SEA o
CO
11n
FIGURE 2-PLAN DCM-"AID CITY Sheet
"' FOR PERMIT Reference No.
ISSUED:2022-06-22 g
CG002 0
NOT TO BE USED FOR CONSTRUCTION
INDEX 6 OF 18 ti
1 I 2 I 3 i 4 I 5 I 6 :

1 I 2 I 3 I 4 I 5 I 6
INDEX OF SHEETS ESTIMATE OF QUANTITIES ABBREVIATIONS: - N •
INDEX NO. DRAWING NO. DRAWING DESCRIPTION SITE DATA AC ACREAGE NAD 83 NORTH AMERICAN DATUM OF 1983
1 G-001 COVER SHEET 306 EA °"°
MAIN LOT CAR PARKING SPACE _ AEC AREA OF ENVIRONMENTAL CONCERN NAVD88 NORTH AMERICAN VERTICAL
2 G-002 GENERAL NOTES OVERFLOW LOT CAR PARKING SPACES SS EA APPROX APPROXIMATE DATUM OF 1988
3 G-101 EXISTING&BORING LOCATION SITE PLAN 361 EA i
E 4 V-101 SURVEY PLAN TOTAL CAR PARKING SPACES ,720 LF E
AVE AVENUE NCDEQ NORTH CAROLINA DEPARTMENT
LIVING SHORELINE 5 CG001 EROSION&SEDIMENT CONTROL NOTES l CIR CIRCLE OF ENVIRONMENTAL QUALITY • " $'S'
FILL OF EXISTING WETLAND 0.26 AC CONC CONCRETE O.C. ON CENTER a
6 CG002 TURBIDITY CURTAIN DETAILS DISTURBANCE AREA 11+/-AC • - • •
7 CG101 EROSION&SEDIMENT CONTROL PLAN - CL CENTERLINE PL PLACE
TEMPORARY WETLAND IMPACTS IN DOT ROW 0.43 AC
8 D-101 DEMOLITION PLAN 1.23AC - DR DRIVE PROP PROPOSED
WETLAND CREATED
9 C-101 OVERALL SITE PLAN E EAST OR EASTING RD ROOF DRAIN
WETLAND ENHANCED 0.74 AC
10 C-102 CIVIL GRADING AND DRAINAGE PLAN 0.08 AC EUELEV ELEVATION S SOUTH a
WETLAND TO TIDAL CREEK
11 C-103 STORMWATER PLAN TIDAL CREEK CREATED 0.10 AC EOP EDGE OF PAVEMENT ST STREET It 8
12 C-301 TYPICAL SECTIONS TIDAL WETLAND DISTURBED 0.69 AC EXIST. EXISTING STA STATION
1 C-401 ENLARGED PARKING PLAN FT FEET SY SQUARE YARDS Bq 14 C-501 CIVIL DETAILS 1 OF 2 LB POUND TOC TOP OF CURB '
15 C-502 CIVIL DETAILS 2 OF 2 MHW MEAN HIGH WATER TYP TYPICAL
16 LP101 LANDSCAPE PLAN
17 S-101 OVERALL STRUCTURAL PLAN MHHW MEAN HIGHER HIGH WATER USACE UNITED STATES ARMY CORPS OF
MILS ONE THOUSANDTH OF AN INCH ENGINEERS
18 S-501 STRUCTURAL DETAILS 2
D MLW MEAN LOW WATER " SECONDS OR INCH D
O
GENERAL NOTES: PERMITS: MLLW MEAN LOWER LOW WATER MINUTES OR FEET 2
MSL MEAN SEA LEVEL & AND
1. THE TOPOGRAPHY PRESENTED ON THE SITE PLAN IS BASED ON 2020 SURVEYS CONDUCTED BY 1. IT IS THE INTENT OF THESE PLANS TO BE IN ACCORDANCE WITH APPLICABLE CODES AND ¢- rA -O.'WITHERS RAVENEL AND CAN ONLY BE CONSIDERED AS REPRESENTATIVE OF CONDITIONS AT AUTHORITIES HAVING JURISDICTION. ANY DISCREPANCIES BETWEEN THESE PLANS AND MTL MEAN TIDE LEVEL 0 DIAMETER H O W
THAT TIME.SURVEY VERTICAL REFERENCE NAVD88 DATUM. APPLICABLE CODES SHALL BE IMMEDIATELY BROUGHT TO THE ATTENTION OF THE OWNER. N NORTH OR NORTHING 3 cc cE O n
U Z
2. PLAN COORDINATES AND WORK POINTS ARE BASED ON THE NORTH CAROLINA STATE PLANE 2. IT IS THE INTENT OF THESE PLANS AND THE RESPONSIBILITY OF THE CONTRACTOR TO COMPLY H I _I
COORDINATE SYSTEM,NORTH AMERICAN DATUM 83(NAD83). WITH THE ENVIRONMENTAL PERMITS ISSUED FOR THIS PROJECT,IT SHALL BE THE CONTRACTOR'S 1 2 3 4 5 3¢ w
RESPONSIBILITY TO FAMILIARIZE AND GOVERN THEM SELF BY ALL PROVISIONS OF THESE Z Z W
3. ALL ELEVATIONS SHOWN ON DRAWINGS ARE REFERENCED TO NORTH AMERICAN VERTICAL PERMITS. N
- /
DATUM OF 1988(NAVD88).THE TIDAL DATUM RELATIONSHIP IS BASED ON NOAA TIDAL STATION \ 1 5 c0AT THE WILMINGTON,NC STATION. D D J j e
ti
MHHW 2.08 FEET STAGING: C C
MHW 1.83 FEET 1. STAGING AREAS SHALL BE MAINTAINED BY THE CONTRACTOR. STAGING AREAS SHALL BE O o
NAVD88 0.00 FEET CLEARED OF DEBRIS AND CONTRACTOR INSTALLED AMENITIES AT THE COMPLETION AND DRAWING AREA m W
MSL -0.16 FEET ACCEPTANCE OF WORK IN THE AREA. THE CONTRACTOR SHALL RESTORE THE ACCESS AREAS TO w
MLW -2.44 FEET THEIR ORIGINAL CONDITION AFTER WORK IN THE AREA IS COMPLETE. THIS WORK INCLUDES B B ~
C MLLW -2.60 FEET C� o o t Q
REPLACEMENT OF FENCING,SIGNS,VEGETATION,WALKWAYS,PARKING FACILITIES,PAVED AREAS
AND OTHER MISCELLANEOUS ITEMS.ALL REPLACEMENT MATERIALS SHALL BE APPROVED BY THE - 2 = o
4. CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND EXISTING CONDITIONS BEFORE STARTING
OWNER BEFORE INSTALLATION. A A a n
WORK.DO NOT SCALE PROJECT DRAWINGS.REPORT ANY DISCREPANCIES IN THE DRAWINGS § H -AND/OR SPECIFICATIONS TO THE OWNER'S REPRESENTATIVE FOR CLARIFICATION OR p s i i y o
ADJUSTMENT PRIOR TO COMMENCING WORK.THE CONTRACTOR SHALL NOT BEGIN 1 2 3 4 5 ,, = o €
DEMOLITION/CONSTRUCTION IN ANY SUCH AFFECTED AREA UNTIL THE DISCREPANCY HAS BEEN
RESOLVED. N
DRAWING AREA COORDINATE SYSTEM (DACS) ti
5. THE CONTRACTOR SHALL PLACE THE PERMIT PLACARDS ON THE JOB SITE AND SHALL COMPLY ..v_
- WITH ALL TERMS OF THE PERMITS PERTAINING TO THE PERFORMANCE OF THE WORK. - ,o
VIEW NUMBER- a
VIEW NUMBER' e B :< v
6. ALL SAFETY REGULATIONS ARE TO BE STRICTLY FOLLOWED. METHODS OF CONSTRUCTION AND a 1 f § : I t LL
ERECTION OF STRUCTURAL MATERIAL ARE THE CONTRACTORS RESPONSIBILITY. B5 VIEW TITLE in8 .1 H= -.6
C-101 SCALE'1•=50'
7. THESE PLANS ARE INCOMPLETE WITHOUT THE PROJECT TECHNICAL SPECIFICATIONS.IF THERE C-102,C-103,C-104 SHEET NUMBER MPo o
g V
ARE CONFLICTS BETWEEN THE PLANS AND SPECIFICATIONS,THE CONTRACTOR SHALL ALERT SHEET NUMBER q 1
THE OWNER AND ENGINEER.THE TECHNICAL SPECIFICATIONS SHALL TAKE PRECEDENCE. ADDITIONAL SHEET NUMBERS VIEW REFERENCED FROM VIEW REFERENCED TO
VIEW REFERENCED TOL.
g 03
8. THE EXISTING UNDERGROUND UTILITIES SHOWN ARE BASED UPON AVAILABLE INFORMATION. VIEW TITLE SECTION CUT
B THE CONTRACTOR SHALL BE RESPONSIBLE FOR DETERMINING THE EXACT LOCATION OF ALL B . ud, 2 ry
UTILITIES,IF UTILITIES OTHER THAN THOSE SHOWN ARE ENCOUNTERED DURING a i'
CONSTRUCTION,THE CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY AND TAKE g LL E
STEPS TO PROTECT THE LINE(S)AND ENSURE CONTINUED SERVICE.DAMAGE CAUSED TO VIEW NUMBER' VIEW NUMBER' S 2
EXISTING UTILITIES BY THE CONTRACTOR SHALL BE REPAIRED BY THE CONTRACTOR AT THEIR m m c 3
EXPENSE.ADDITIONALLY,THE CONTRACTOR SHALL CONFIRM THE CONNECTION POINTS OF NEW
UTILITIES TO EXISTING UTILITIES PRIOR TO BEGINNING NEW CONSTRUCTION. NU ® u
SHEET NUMBER SHEET NUMBER V C 5
9. THE CONTRACTOR SHALL ABIDE BY ALL APPLICABLE FEDERAL,STATE,AND LOCAL VIEW REFERENCED TO VIEW REFERENCED TO Al rt a
ENVIRONMENTAL PROTECTION STANDARDS,LAWS,AND REGULATIONS.
- DETAIL CALLOUT ELEVATION VIEW - o 10. UNLESS OTHERWISE NOTED.THE CONTRACTOR SHALL,ON A DAILY BASIS,REMOVE FROM THE
SITE ANY DEBRIS RESULTING FROM DEMOLITION/CONSTRUCTION.DISPOSAL OF MATERIALS IS RECEIVED E -
THE RESPONSIBILITY OF THE CONTRACTOR.ALL MATERIALS TO BE REMOVED SHALL BECOME 'VIEW NUMBER IS BASED ON THE DACS LOCATION OF THE LOWER-LEFT -_ _ m
THE PROPERTY OF THE CONTRACTOR,UNLESS OTHERWISE NOTED,AND SHALL BE DISPOSED EXTENTS OF THE VIEW ON THE REFERENCED SHEET.WHEN REFERENCING
OF AS SPECIFIED.ALL DEBRIS SHALL BE PROPERLY DISPOSED OF IN A PERMITTED LANDFILL. DRAWING INFORMATION BETWEEN SHEETS, BOTH THE VIEW AND SHEET
NUMBERS MUST BE QUOTED TOGETHER-AUG 2 5 2022 SHOWN ABOVE OR IN THE FORM;VIEW NOES EET NO."(ITHER IN A CALLOUT C1/C-01)FORMAT AS U
11. THE CONTRACTOR IS TO PROVIDE EROSION CONTROUSEDIMENTATION BARRIERS(SILTATION Q
CURTAINS AND FLOATING TURBIDITY SCREENS)TO PREVENT SILTATION OF ADJACENT o
PROPERTY,STREETS,STORM SEWERS,AND WATERWAYS,IF IN THE OPINION OF THE CITY
A AND/OR LOCAL AUTHORITIES,EXCESSIVE QUANTITIES OF EARTH ARE BEING TRANSPORTED OFF DC M-M H D CITY A o
SITE EITHER BY NATURAL DRAINAGE OR VEHICULAR TRAFFIC,THE CONTRACTOR IS TO REMOVE ,n
AND CLEAN SAID EARTH FROM TRAVEL WAYS TO THE SATISFACTION OF THE CITY. o
•
NI o rzia 8115SEAL12. ALL SITE IMPROVEMENTS SHALL BE INSTALLED PER THE CITY OF WILMINGTON AND STATE 03
h
REGULATIONS.
Carolina . Sheet o
FOR PERMIT Reference No. Nc
www.n G-002 0celt.erg ISSUED:2022-06-22
NOT TO BE USED FOR CONSTRUCTION _
INDEX-. 2 OF 18 ai
1 I 2 I 3 I 4 I 5 I 6

1 I 2 I 3 I 4 I 5 I 6
�..
EROSION CONTROL NOTES .
...MINOTE, NOTE: .'a' -=__-
1. ALL INLET/OUTLET PROTECTION WILL BE CHECKED FOR MAINTENANCE AND FAILURE EACH THE CRITICAL ROOT ZONE(CRZ)OF A TREE CROWN OF THE TREE IS NEEDED FOR LEAF BATTLESHIP
5 WH
ERE THE MAJORITY OF A TREE'S ROOTS GROWTH TO PRODUCE OXYGEN, FILTER .-
ACTIVE DAY ON SITE.SEDIMENT WILL BE REMOVED FROM THE SEDIMENT TRAP AND INLET I _-� ,- I "' LAY. 85%OF MOST TREE ROOTS ARE FOUND THE AIR.REDUCE WIND AND SOFTEN NOISE.
PROTECTION DEVICES WHEN THE STORAGE CAPACITY HAS BEEN APPROXIMATELY 50%FILLED. I_- -"•• A"10A""-I/e.. u N HE TOP 24"OF THE SOIL AND SUPPLY DO NOT DISFIGURE CROWN WITH
THE MAJORITY OF NUTRIENTS AND WATER. INTENSIVE PRUNING.
GRAVEL WILL BE CLEANED OR REPLACED WHEN THE SEDIMENT POOL NO LONGER DRAINS hffl_ s =w!� m --I� GENERALLY,ROOTS SPREAD OUT 2-3%THE
PROPERLY.SEDIMENT WILL BE REMOVED FROM BEHIND THE SEDIMENT FENCE WHEN IT , ; U ' -�'�� v <• HEIGHT of THE TREE.
0
E BECOMES ABOUT 0.5'DEEP AT THE FENCE.THE SEDIMENT FENCE WILL BE REPAIRED AS NEEDED : I/ �� E `€
TO MAINTAIN A PROPER BARRIER. "''- ,...R.
2. TEMPORARY EROSION CONTROL FACILITIES AND/OR PERMANENT FACILITIES INTENDED TO �•- I( f, M
CONTROL EROSION OF THE EARTH DISTURBANCE OPERATION SHALL BE INSTALLED BEFORE ANY �-••+a-=* ' 411
EARTH DISTURBANCE OPERATIONS TAKE PLACE OR AT THE EARLIEST POSSIBLE POINT DURING ,,
CONSTRUCTION. '°`�•°- vi
'%''°'O/°3. TEMPORARY AND PERMANENT EROSION CONTROL MEASURES SHALL BE CONSTRUCTED PER O TEMPORARY SILT FENCE '. ��� •a4
THE DETAILS HEREIN,OR SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE NORTH CAROLINA -'• ORANGE SAFETY FENCE
EROSION AND SEDIMENT CONTROL PLANNING AND DESIGN MANUAL. .A4;+:;1:• CRZ OR ORANGE SILT FENCE €
I''
I•• (TYPICAL) t d
- 4. THE CONTRACTOR MUST NOTIFY THE APPROPRIATE NCDEQ OFFICE A MINIMUM OF 48 HOURS Io'' T ai 'F -
PRIOR TO BEGINNING ANY LAND DISTURBING ACTIVITIES.910-433-3300 I ,�
5. REMOVE ALL SOILS AND SEDIMENTS TRACKED OR OTHERWISE DEPOSITED ONTO PUBLIC AND mMN Mo. 3'MI
PRIVATE PAVEMENT AREAS.REMOVAL SHALL BE ON A DAILY BASIS WHEN TRACKING OCCURS. �._�'•.•-2. "
a.ua.u�i! 2T� LL� ,U""
6. LOCATE SOIL STOCKPILES NO LESS THAN FIFTY(50)FEET FROM ANY PUBLIC OR PRIVATE TEMPORARY CONSTRUCTION ENTRANCE ��r �� F
ROADWAY OR DRAINAGE CHANNEL.IF REMAINING FOR MORE THAN SEVEN DAYS,STABILIZE THE 44 A 1 -; A
STOCKPILES BY VEGETATIVE COVER,TARPS,OR OTHER MEANS.CONTROL EROSION FROM ALL ;•,•s �� -�--- NOTE4;
STOCKPILES BY PLACING SILT BARRIERS AROUND THE PILES.TEMPORARY STOCKPILES • .I. I. PROTECT CRITICAL ROOT ZONE(CRZ)OF TREES PRIOR TO CONSTRUCTION,CLEARLY
MARK THE TREES AND ERECT A PROTECTIVE BARRIER AT THE CRZ. BARRIERD
LOCATED ON PAVED SURFACES MUST BE NO LESS THAN FIVE FEET FROM THE SHALL BE MAINTAINED UNTIL CONSTRUCTION IS COMPLETE.
DRAINAGE/GUTTER LINE AND SHALL BE COVERED IF LEFT MORE THAN 24 HOURS. =-x,xx' La woo a z.CRZ RADIUS 5 1 F PER INCH OF TREE DIAMETER AT BREAST HEIGHT(DBH). 7,
��� -~r 3.IF CONSTRUCTION OCCURS WITHIN THE CRZ.AT LEAST 12'OF MULCH AND/OR Q
V'_ LOGGING MAT'S SHALL BE PLACED WHERE MACHINERY MANEUVERS TO REDUCE SOIL
7. MAINTAIN ALL TEMPORARY EROSION AND SEDIMENT CONTROL DEVICES IN PLACE UNTIL THE %
-�-.�- • s,�,.- COMPACTION IN THIS ZONE. Z Z 2
CONTRIBUTING DRAINAGE AREA HAS BEEN STABILIZED.INSPECT TEMPORARY EROSION AND ���T 4.WHERE SIDEWALKS AND PATHWAYS PASS WITHIN CRZ, EXTRA CARE SHALL BE TAKEN Z Z
Tom'-�--_ TO AVOID DAMAGE TO THE ROOTS.ALTERNATE CONSTRUCTION METHODS.SUCH AS A I-- W M o
SEDIMENT CONTROL DEVICES ON A DAILY BASIS AND REPLACE DETERIORATED,DAMAGED,OR V�4�V•� .: REINFORCED SIDEWALK,SHALL BE IMPLEMENTED AS NECESSARY. 1/1 Q2 w
5.FOR ALL TREES,CUTTING OF LARGE STRUCTURAL ROOTS LOCATED NEAR THE BASE F R
ROTTED EROSION CONTROL DEVICES IMMEDIATELY. �" Q
ROCK CHECK DAM OF THE TRUNK IS PROHIBITED. DO NOT COMPACT SOIL BENEATH TREES. NO 3 Q W Z vtt'
8. TEMPORARILY OR PERMANENTLY STABILIZE ALL DENUDED AREAS WHICH HAVE BEEN FINISH VEHICLE SHALL BE ALLOWED TO PARK UNDER TREES.NO MATERIALS OR U N
LAVO HS,U.C.AarmaLa MUST OE LIMA"-D To Raw SEDIMENT RILN-o1T AAD ROLLMOP.ADM CCNSTRUCTIDN STEs. EQUIPMENT SHALL BE STORED BENEATH TREES. DAMAGING THE BARK WITH S _1
GRADED,AND ALL DENUDED AREAS IN WHICH GRADING OR SITE BUILDING CONSTRUCTION LAWNMOWERS,CONSTRUCTION EQUIPMENT, OR ANYTHING ELSE IS PROHIBITED. I 05 0
OPERATIONS ARE NOT ACTIVELY UNDERWAY AGAINST EROSION DUE TO RAIN,WIND AND WERE PERMITTED EeSC LOCALLY YATM PERT SAWYERB:Yo".0 Dem.RE.,MCI PO "o`TS OR MAW)I P1"""'COMO"DUALS"O CONTRACTOR SHALL REPAIR DAMAGE TO TREES. 3 Q Z ¢ o
6. FAILING TO INSTALL OR MAINTAIN PROTECTION MEASURES SHALL RESULT IN A STOP O F N
- RUNNING WATER WITHIN 14 DAYS.USE SEEDING AND MULCHING,EROSION CONTROL MATTING, AS N,�E EA•'WOE..IWSION5 Or WATER DUALITY MO LAND RESOURCES'A 54RTIVMS" WORK ORDER AND FINE OF$500/DAY. DISTURBANCE OTHER THAN THAT ALLOWED <7 Z \
PEWIT RA-E•REw NLF-W ATUWRG REPORTS IWm LT.>,-RAIN EVENT)OS NOSP-RsxcRMN 00000 AMR FADI CONSTRUCTOR -)
AND/OR SODDING AND STAKING IN GREEN SPACE AREAS AND OTHERWISE APPROPRIATE Pl.f.WED TS OF THE USE PUN ON THE APPROVED PLAN WILL REQUIRE OWNER TO POST A LETTER OF CREDIT FOR Z Z N 0 „`J.�
3 YRS FOR TREE MITIGATION. j co 0 V \
MEASURES.USE EARLY APPLICATION OF GRAVEL BASE ON AREAS TO BE PAVED. - M CC �'
STANDARD DETAIL -�`^ STANDARD DETAIL
9. DO NOT REMOVE ANY EROSION AND SEDIMENT CONTROL DEVICES UNTIL AFTER THE DALE: 4FlIFM•OL 2012 DATE: IAN.2BI3 WILMINGTON TON v
- NI IAIN11111 IN
PROTECTED AREA HAS UNDERGONE FINAL STABILIZATION AND PERMANENT VEGETATION HAS • GUIDELINES FOR "'" - ^ TREE PROTECTION .ORIIIIAAOUPNI c°
DRAWN BY BR CITY OF WIIMINGTGN ENGINEERING DRAWN BY HA CITY OF WILMINCIDN ENGNEERING
BEEN ESTABLISHED.IT IS RECOMMENDED THAT NCDEQ APPROVE THE ACTION PRIOR TO SEDIMENT CONTROL BMPs PD BDx,RID _--- DURING PO BOB 1810
CHECKED BY DRAPE WILMINGTON.NC 28402 CHECKED BV RD4 RP __ WILMWGTON,NC 25402 0
REMOVAL. (B10)341-2807 CONSTRUCTION ono)34,-T8m W
10. THE CONSTRUCTION ENTRANCE SHALL BE INSTALLED CONCURRENTLY WITH THE INITIATION OF SCALE N«1DxALa SHEETIOF2 SD3-104 SCALE _ wTToxN.E SHEET I oft SD IS-09
CONSTRUCTION ACTIVITY. o
C 11. THE INSTALLATION OF EROSION CONTROL MEASURES SHALL TAKE PRECEDENCE OVER ALL •
C : ! m V
OTHER CONSTRUCTION ACTIVITIES. oy a
DRAPE BAFFLE MATERIAL OVER WIRE STRAND INSTALL POST TO ANCHOR i 3 r
BAFFLE TO SIDE OF BASIN AND �¢ i
12. THE PERMITTEE SHALL BE HELD RESPONSIBLE FOR THE ACTIONS AND PERFORMANCE OF ANY _ __ AND SECURE WITH PLASTIC TIES AT POSTS SECURE TO VERTICAL POST <� 1;
OTHER PARTIES PERFORMING WORK ON THIS PROJECT. 1 _ AND ON WIRE EVERY 1z" LL•.;-! d - $ v
_. -.. IS-GOUGE HAaWME ttCn' L. VAX / oo¢ZLL - o r' S I p - v
13. ALL EROSION AND SEDIMENT CONTROL PRACTICES WILL BE CHECKED FOR STABILITY AND - -I- - - D-MESH°PLAN.,) I / S=%\` < O ° ,,,
I 2. i .. t-u Qo� Y
.1. L21:: I i 1 an is;
F
OPERATION FOLLOWING EVERY RUN-OFF PRODUCING RAINFALL BUT IN NO CASE LESS THAN 1,:ifi,Ai II! ° i I 9 GAUGE MIN HIGH -- -A_ --__= y�M.�� N
ONCE EVERY WEEK.ANY NEEDED REPAIRS WILL BE MADE IMMEDIATELY TO MAINTAIN ALL _l=_I•aLE-i;=TY;; „I I • 11r 1 TENSION WIRE STRAND f o 0 o tows
� TOOAPL BE SECURED
li l I I - - = 1
PRACTICES AS DESIGNED. I i NMI':ire !I! iiliii�I LLB TO SUPPORT G' 2. m
_ _N: ., n�I ,I !I MOOT/5 co/5: BAFFLE MATERIAL - - - 6 LI
14. PURSUANT TO G.S 113A-57 2 THE ANGLE FOR GRADED SLOPES AND FILLSSHALL BE ""'-'�'�'' r"i" BABIED STONE - E VARIABLE DEPTH c - ro
( ), o NO ,I i,•Ili i:1 ii , - - -
GREATER THAN THE ANGLE THAT CAN BE RETAINED BY VEGETATIVE COVER OR OTHER `T5 •P A. I-_I I I I_I II_II_I Icl_I-_II_II-_II-I I
- -- __ s
fir
•
?
ADEQUATE EROSION CONTROL DEVICES OR STRUCTURES.IN ANY EVENT,SLOPES LEFT r-,,•f'•,T' ••!'•,te,ttvt• :•..tIntle2•)?V••t•'•,�i.' 1 m 1 T 5 1 S
8 R: N H it `o
EXPOSED WILL,WITHIN 7 OR 14 CALENDAR DAYS OF COMPLETION OF ANY PHASE OF GRADING, I_. a
BE PLANTED OR OTHERWISE PROVIDED WITH TEMPORARY OR PERMANENT GROUND COVER, SECUREBOTTOM of BAFFLE
BAFFLE MATERIALTO GROUND WITH 12" STAPLES 0 O
G
DEVICES OR STRUCTURES SUFFICIENT TO RESTRAIN EROSION.PURSUANT TO G.S.113A-57(3), AT 12" MAXIMUM SPACING / BAFFLE MATERIAL IS (3
PROVISIONS FOR PERMANENT GROUND COVER SUFFICIENT TO RETAIN EROSION MUST BE / J '2- i P N z
ACCOMPLISHED FOR ALL DISTURBED AREAS WITHIN 14 WORKING DAYS OR 90 CALENDAR DAYS / ;LL
03
Ln
(WHICHEVER IS SHORTER)FOLLOWING COMPLETION OF CONSTRUCTION DEVELOPMENT. N000'45 OR#52 TI1 GAM
dPE o m 5)0 z i
B 'WASHED STONE NOTES:1. STAPLE
THREE(3) COIR FIBER STAPLEa W B t52A 2 o
• • • •'t• • • ••:• • •_i BAFFLES IN SILT BASINS AND SEDIMENT o co
z. g E
•t:!..i :"•'•"„".R:"'••...4.T ' DAMS AT DRAINAGE OUTLETS WITH A - - - y
•.: •..
Ili _ 1!i1 SPACING OF 144 THE BASIN LENGTH. -2 I-III�I C I y 4
•' 000d�0000 TR'TI <
•!' It,;I 2. TWO(2) COIR FIBER BAFFLES CAN BE STEEL POST -2'-0"DEPTH <¢tl .QC 4'+.(a s•,•s INSTALLED IN SILT BASINS AND DAMS•.. •.. c iit•. [M`^URI I'..-• LESS THAN 20 FT. IN LENGTH WITH A o S
J II C
iitW I i• SPACING OF 1/3 THE BASIN LENGTH. .3
•.. .:•..� - -- - 4S .,
• •. a •,.. • i. •,• • �• 3. TOP HEIGHT OF COIR FIBER BAFFLES BAFFLE MATERIAL SHALL BE SECURED 11 •- 'C
4 • • •y • • a.4. 4 -at SHALL NOT BE BELOW BASE OF SPILLWAY TO THE BOTTOM AND SIDES OF BASIN - a
I. IFDRYLT GRADE A SHALLOW DEPRESSION APPROACHING ISLET ELEVATION. USING 12" LANDSCAPE STAPLES O .Q
2. DRIVE 5-FOOT STEEL POSTS(1.25 WV)2 FEET NTO GROUND SURROUNDING THE SHEET 1 D t I E v
NIET.SPACE POSTS EVENLY AROUNDD'HE PERIMETER OF THE N:ET,A MAMMA.OF 4 1640.01 12
EEC,APART.
3. SURROUND THE POSTS WITH WIRE MESA HARDWARE CLOTH.SECURE THE WIRE MESH TO O
ODTHE STEEL POSTS AT THE TOP.MIDDLE AND BOTTOM.PLACING A 2-FOOT TLAP OF THE
WIRE MESH UNDER THE GRAVEL FOR ANCHORING IS RECOMMENDED.
4. ACE CLEAN GRAVEL(NCDOT•5 OR/57 STONE)ON A 2:,S_OPE WITH A IIEIGM OF W
M
16 INCHES AROUND-HE TARE,AND SMOOTH TO AN EVEN GRADE.
5. ONCE THE CONTRIBUTING DRAINAGE AREA INS BEEN STABILIZED REMOVE ACCUMULATED
AMBIENT.OMC AND ESTABLISH PH TINLT GRADING ELEVATIONS.
IONS. RECEIVED 6. COMPACT THE ARE PROPERLY AND STABUZE IT LATH GROLNCCGYFR. R
HARDWARE CLOTHAND GRAVEL INLET PROT_ECTION o
0
A _ AUG 2 5 2022 A o
STANDARD DETAIL ��.��L��,(�I GTON SEAL o
DATE MAY.2419 yIK'IN,WIN
GUIDELINES FOR Gm WnMwcicN ENGIVEERING . CITY
Sheet o
VD
DRAWNry ,.I DCM-eve
CHEMED ST GE'.R.E. SEDIMENT CONTROL BMPs Po Box,R,°
WILYINGTON.NC 28402 FOR PERMIT Reference No.
(9t0)SIT-7B0] 11';_.
SCALE NOT TOSrALE
1BiATl«2 SD 3-104 ISSUED:2022-06-22 CCa001 0
NOT TO BE USED FOR CONSTRUCTION
INDEX- 5 OF 18 v
1 1 2 I 3 I 4 1 5 I 6

1 I 2 I 3 I 4 I 5 I 6
.■ ■
C` BATTLESHIP :■
. ". ."."11'
=- BATTLESHIP NORTH CAROLINA ..�.
CO
4
vr
E -\.
7 —�� er.ck '' lt
E 1
PROTECT IN PLACE
TURBIDITY BARRIER, [ _ ________ ___ ________________________ _
AltSD INLET,TYP " 3TYP SEE SHEET CG002 -
TB-��� T���r� TB-- T; Y - ;I
Ar
—tea T� , u •.�
h 2........._,..
Ar :._. VISITOR'S 0 \ • s
1\L
:ic" �y'�i �T� \� 1J- . CENTER . - ♦ •/ ,co=la i a
011p,
f % +' '� ,,l•� "� ^' v TREE PROTECTION,
'� ! \ :' � '\`� ■d , ..,. � I:t14- '�'. 1 / .L+ `•^''"'74 c:- i--- •. - -- TYP,SEE SHEETCG001 ��J
-13
t_____.., ; ., - `\`t�t��.t // , N_.. - ___=`gc°c=== _ _____/ _yacx - - 4r.r/:-' # Iii .(L f
) ...:-..:. 1
f; ., ...,,,,..7
I �- 1 1"' 141, 0011 2
Ce
4 TC,'w,-v,('�'rerres�,�J (7 ' J` r a �' i / `\ ` • E ) 8 IY ; # 1rr'."`. - jl cc ZZle
.r' {.^ Ip1 1 n\ •• i r O
, / \ \
1 O,r...
cc
``, •= .. ` . ;riri, It f: ti •. 1 7. i11JG3' 1 n +��� z z fn p 41
ST•, INS \ : ` 3 •
' • : { ; \ WATERFRONT
.. A EA� \ ; .i .i `' 4 ■1ar; ,1 PARK v`°1I 1 1 1 1 Jt.
1 11 1 ' o4 I -1 .a O 1 1t Lc
3.0 ♦C >Ra ' -` 1 ` 1 . 1 i �1 j 1 rl I `` o w Ui.
Lt I - ___4.0-- i i 11 II R:� °'1 5i11 ! ' _1 _ aiIIII/
_ l
.. I . \ _ s
. ----, ? Cam. �-z.o-----, ♦ •
■
-
Lu
- ■; Fl��` t� a o -b� ro
�i1S 0 ' 7-111:;-11.-t7PP
HAROLINA ROAD 1- _� �— � _=- '1 i aR g i I g LL vC �!�e..! - » t �� 1 NOR gSPHA PAVEMENT 3.0 _ -" y ---�— SILT FENCE.TYP, INLET PROTECTION. 8 2 „ „f .- ie'•1 ttt nt •. ENT 60 00T R r--_-_�- - _ f ayLTH T 1_-- .. - �0-.•�, EE S EE CG00�„�-__ ___-- - _ __�-- SEE SHEETCG001
'=------0.-t o- ---- ----'----------' ---- -- -- _ �.- -- --
s
a
w 4
= H U
_e. —
ommasT
_ _ _-- co
�
3.0--- _-nar- - --� _ 9
__ DCm �� U
_ ; W O
CONSTRUCTION ENTRANCE, 9 Pe § z
TYP,SEE SHEET CG001 a
6 ?
w
CONSTRUCTION SEQUENCE NOTE:
III 2 -i-
1. OBTAIN ALL NECESSARY PERMITS AND APPROVALS AND HOLD PRE CONSTRUCTION SEE SHEETS CG001 AND CG002 FOR RECEIVED Q e P
CONFERENCE. EROSION AND SEDIMENT CONTROL DETAILS. - .-
- 2. INSTALL STONE CONSTRUCTION ENTRANCE,TEMPORARY SILT FENCE,DIVERSION BERMS,AND -W c ..
TURBIDITY CURTAIN HERE SPECIFIED. E AUG 2 5 2022 y 0
3. INSTALL INLET PROTECTION ON ALL EXISTING STORM WATER INLETS.
4. CLEAR AND GRUB THE SITE AS NEEDED. LEGEND mi
AA T
5. ROUGH GRADE THE SITE AND APPLY TEMPORARY SEEDING TO AREAS TO REMAIN GRASSED. —SF- SILT FENCE DC M-M H D CITY .„
Q
6. INSTALL UTILITIES. —TB— TURBIDITY BARRIER
7. INSTALL INLET PROTECTION ON ALL NEW STORM WATER INLETS. Q
kkkk 11111{kkkkk••LIMITS OF DISTURBANCE
A 8. PERFORM FINE GRADING. A 0 INLET PROTECTION o
h
9. INSTALL ASPHALT PAVING AND/OR PERVIOUS STONE AREAS. 50• o so• 100' o
10. FERTILIZE,SEED AND MULCH ALL REMAINING DISTURBED AREAS. TREE PROTECTION — SEAL o
11. UPON SITE STABILIZATION,SEEK NCDEQ APPROVAL TO REMOVE ALL TEMPORARY MEASURES. GRAPHIC SCALE m
Sheet o
12. ALL EROSION CONTROL MEASURES SHALL BE MAINTAINED AS OUTLINED IN THE DETAILS WITHIN Reference No.
THE PLANS AND ACCORDING TO THE NCDEQ EROSION CONTROL MANUAL. FOR PERMITcY
ISSUED:2022-06-22 CG 101
NOT TO BE USED FOR CONSTRUCTION I o
INDEX: 7 OF 16
1 I 2 I 3 I 4 I 5 I 6 ti

1 I 2 I 3_ L 4 I 5 I 6
..n
I BATTLESHIP NORTH CAROLINA
0
� -—EXISTING FLOATING N "•'"""
- REMOVE APPROX 110' DOCK TO REMAIN
_ OF EXISTING RIPRAP
r
REMOVE APPROX 250' - _-
OF EXISTING RIPRAP � m
WITHIN 5'OF MHW LINE REMOVE TIMBER RAMP ;��sei=.ilwAst'-a Z,y
REMOVE EXISTING
RIP 100 _� �■� �_,� y - 1 ,
OF EXISTING RIPRAP ___ •
WITHIN 5'OF MHW MOORING POINT TO11, MHW MHw - 4 j - 3 ��' 4— 1
REMAIN,TYP(4 TOTAL) . `''f.r 1 �- t
s�i��1" a `.A, STATE
N foiW -• u+A "• .. .
. I�.r.6,r i+'_Y_3�FI:_11UO�__�_� �A wF•NRI�FACNIII' 4.O'> `"
4•0!#:V%Zuf REMOVE CONCRETE MAT ("i '." y. ir, ,eArnESN�rmwNE `I'��j STORE AND RELOCATE 7
�� J1 /. 1
!IL
o •
• canm p SHIP PROPELLER PER/ -.,NE % � 1 \ REMOVE TRASH
// CUT OFF AT WATERLINE '!" u'„G (TOTAL 55) 4`•• nemo - ' �i �rin �+► � rl��-� i�' ���j���' $ CANS,TYP
REMOVE CONCRETE :11114114 �- � • a / 7 ♦ ■
BLOCKS,SEE NOTE 1 ,, ., ��/l r r ;1:1:0
• OAK TREES ON EASTERN/y .'JJ' ,I .`� �:'-V• \� �, �� • o� ' � � , ' �, SIDE OF EXISTINGREMOVE AND STORE ----- /L '. /�;��Iv �/� ! � , t , ►.►� �,► PARKINGLOTTO REMAIND r,�♦ \ � ►�}. �i �., :�~ T�� ?'� � 14 1°' ■ - (TOTAL 10),TYP DCHAINLINK FENCE AS % iDIRECTED BY OWNER «. `, ♦�I ���',�\►� �,► �� ��Acizt I '� ���. �,� ,,►
Aril „„) cc. Z4 ;''
REMOVE EXISTING ♦I� ►q I ,.410 tio:'• ,� !4 4 ifj� �. 1• t �$ , r 44Hplip 4, 1 , r, w. 1 .n,
• a cc a.
PVCPIPES, , ► / I 1! i'> ��' .. 3 a Z
I \ TYP ♦ I r, 11 � ■� �1 �. . L :pi►17�I► or =U
REMOVE AND 7�►♦ , '.►11 ���� ®• i -aa,�',/j ! Z /� i �i�►� �' o�. -- v ¢ 0
• % \STORE LIGHT POLES j(( 0--► , , REMOVE TIMBER POST p c
\ 90 • o'- (f�OTAL 14),TYP E.'►,►`;�,►�'� ��i, 0., \�' , . ? ► `� a ,►'/ i�,st . ■ AND CHAIN FENCING,TYP z z W
rn
sr` INC" �! > 100,4114 ,11,�,. •, ►, WATERFRONT
1,, A'EA j i I 'O, • ► , e-•4#110SN81.��► ' �� 4-41,
; ►a��1'� ! o
' — a t1►.►I►t#�1►a. /� ►����� , , / i 1��►< �a� ■ �� PARK H
1 `` .; tO
r--,-lliklr 4�6. Or ■� REMOVE EXISTING
I - # i / , v-4 �� ► ► 1� �� 1`' ° '� 1�'��► ST40,,.. „
ORMWATER PIPE 2
, 1 , 0,4 P''1'41' •Rt dillOt 0 -kivF 11, 4s--
toil „,„
...
s 1 ___/ -3.
4+ )> 4 V 4 '411-4 • 440 ..e.c. _:*)- 4,-.- v, .., . ----s
_„,___.,„, I * !.... 4
p,41;j6r. !'-' z,,
J ,`,•��`J :MAIL
vim► . � ... " ■� - l�, & 1 B i :.1.
��
—_ M 1 1 F� 1117--_________:------
Ea�t 40114,-'
✓ �-11rr�. � __�; ►.�--_�-0_-__ y..\ ___ � _�-- �_a '_� � 3• a 3 E� 01A ROADk---- ►M+w �;�I�.,r, US8NORTH CO _ - __ —" S
�� --►'µme 60 FOOT R ASPHALT PAVEMENT
•
�,.MHW�^-- ------
_____ �___- _ _ APPARENT -- -
_ -7C - 4
= --- -ANW- - - - 77, 4 0
� � o
_ z�■-- =--- - c
o- - REMOVE AND STORE DECORATIVE REMOVE TREES,TYP,SEE NOTE 2 �,
�:= "" ARTILLERY FENCING.TYP,SEE NOTE 5 ,>5,t B o�
e a
G
NOTES: LEGEND = e
1. OWNER TO REMOVE CONCRETE BLOCKS ALONG SHORELINE PRIOR O O. TRASH CAN - C
- TO CONSTRUCTION. LIGHT POLE R.ECCIVED - E u
2. REMOVE AND DISPOSE OF 36 LIVE OAK TREES AND 20 MYRTLE w
0
TREES. -- •-•- EXISTING MEAN HIGH WATER LINE A UG 2 5 2022 -
3. REMOVE 10,600 SY ASPHALT PARKING LOT AND CURBING. ® MOORING POINT t
4. REMOVE AND STORE LIGHT POLES AND OVERHEAD LIGHTS. EM DEMO AREA(SEE NOTE 3) DC j{.i-" HD CITY
0
5. REMOVE AND STORE 780 LF OF DECORATIVE ARTILLERY FENCING. 0A
A • TREE TO BE REMOVED(SEE NOTE 2) oI
SO' 0' 50' 100'
0
. >- SEAL O
GRAPHIC SCALE h
Sheet o
FOR PERMIT Reference No. st
ce
ISSUED:2022-06-22 D-1 O1
NOT TO BE USED FOR CONSTRUCTION
1 2 3 4 5 6 INDEX: 8 OF 18 a

1 I 2 I 3 I 4 I 5 I 6
'J7
1'i0�
BATTLESHIP NORTH CAROLINA ¢.<_r.r
\ . —
I] EXISTING ••«••••
` FLOATING DOCK N
E EXISTING MEAN Ilp
E
NEW CONCRETE LIVING SHORELINE HIGH WATER LINE Q p
/ SIDEWALKS — S $_ $
PROPOSED MEAN _ '�
HIGH WATER LINE EXISTING — --- _ , --
LOADING DOCK -- '-- • -
UPLANDTRANSITION AREA MHw _.4,,,
w ��I
BOARDWALK — .. ._MHw—.__MHw—. •
. - 4� o
Ci
75'AEC -ea,-_-" LOW MARSH TIDAL HIGH MARSH " VISITOR'S
• ij �Q � NEW CONC PATH _ �O
WETLANDS W/WING TIDAL WETLAND 4 '- . �: �\
13
BUFFER,TYP = - sr o-r° R / jd• v c«, R
s- `. SHORELINE FRINGE s• - - -._..»ice-== g .4.,,.v+� i e-,, 6 3' _ .--. t;`l i'.,- 2a'S_"�"•..d..@ _—��� "C\ P.
.f''. ={� TIDAL CREEK l 5,J= -,- %h — -/ � .` ' --z-_ tw �- '— t�1le,\� ;;::
/ "' _ z-.� 1'�/ ••" '$~ �'12 �r r 13
� Af: _ _ r��,vr � - E
�'Lj .��� _ �� • ... mv\°� -j:=ir / .��i..�ns- � � �• l-? III �p� f!
D __y I: ass �N - =_ .s;;;�t„\„y__=z •,.I 1 ;: f4• 2
�� z �` ;;;u;a` _ _ .,.1 I 6. • 'S AM III I� D
PERVIOUS PAVEMENT m 3--_--,_ s aqv\ \� _= __ .'.'.'P.':III , 514'6"t I r STO -- w J J
�''t _ - TLANDTREAT Fp.4 cc d
OVERFLOW PARKING LOT,SEE \ `r; ;;; - -� ... __ •'•'. .: a; II `` M II .4 cc h
g MENT
II
•F• •a'0_ = -_ _ ____ {'T II = ti ` 7 .. I 1•• RAISED ASPHALT MAIN 9 J N
•` I I = s- _'- •r 1 I I 4, .�� I 1 ,. PARKING LOT,SEE m O\ — p Q
v ' �+'.•• _ _ _�_._ __ _ _ __ -sue' I i Z Z W qt
`� a. I ti; =$=_ - -_''"—--_== _ = .1.III .I — III o -cik -, > m
F +.. . .—_may--y-- . i— t� I' WATERFRONT
/ I I P. . .L __�..- , 1 III w -
I ••.1 . _ == _ J':.)'i1, t 1 ' _J 1 0 " PARK
x I l - -J, . -- \ _'F i I I , II CONC CURB,TYP, L„
* I l•.•.•.•.•1•.• at - ... " I �# EESHEETCS02
q I, ' ' 1 --.— // ��L* I.1 1 h I as I ,
° ih , I +'•'• - "� — L --"`- = t.III 11 W 0 •3.b e
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_ -.-5___ __ s= _ .r.i I ,.. � 'fSwR.ss."C >r'�i' I I 1 tg-'--, 'a°� i p i w
\ •� -•••• - -- „- _ •:• r••III / {M 3 r`r� c'�a�- �/ III •
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— TO EXISTING PIPE NETWORK
STORMWATER PIPE TIE-IN
AiMillia
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___-_______�.__y.__ __�--.�• _
w LL ^
-- -- -- ENERGY RISER CONTROL PROPOSED § w m
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B __„__ _ DISSIPATION POOL STRUCTURE LANDSCAPING,TYP Wz.- = o
�-��- EXISTING WETLANDS B o'=' _ i' ='
ASPHALT ENTRANCE ROAD,TYP _- TO REMAIN g. g m LL
--- -- PIPE TO CONVEY WATER I3 2 a
UNDERNEATH PARKING ,1'`..,
LOT ENTRANCE L 3°
LEGEND: I a 3
.6
RECEIVED — r
— —AHw— PROPOSED MEAN HIGH WATER LINE
0
75'AEC LINE E ,,
a
/'\ ,ci
AUG 2 5 2022
DCM-MHD CITY
U
A A o
50' 0' 50' 700'
0
, — SEAL ,p
GRAPHIC SCALE ro
REVISION 1-2022-07-20 Sheet o
FOR PERMIT Reference No.
et
ISSUED:2022-06-22
G101
NOT TO BE USED FOR CONSTRUCTION
1 I 2 I 3 I 4 I 5 I 6 INDEX: 9 OF 18 $
4,

1 I 2 I 3 I 4 I 5 I 6 /
...
'•V•c"LIVING SHORELINE @ 6:1 N
I ♦
E LIVING SHORELINE 7:1 r �• E i
Lii -,
LIVING SHORELINE @ 10.1 LIVING SHORELINE @ 16:1 . - -
... I -—--------•—— -- --- — _Plc--
LIVING SHORELINE @ 20:1 _••��
, j' . TATE LT NORTH CURAL ILITY A0 �� .�
Q., • 71_„ t 1 BATTLESHIP ROAD NE.y—..— — A
/ y1
-' 'ram„�3., ` / � � _ i _ M:.
/ _ ______ TOC EL 6.5
\ �" 1\ / (✓ 0.5% o SLOPE% I ow EOP EL 6.0 2
C --_.--------‘____:1 ` i i / SLOPE ' ' a w ..O m�0 D s2
5. \v♦ i 0° �/ w w O oI0 I N I
\ /' �� m O ^�a I IL,
n I, I��J t/ g CONC CURB.TYP. t'pi, ) Q
:% \ n ' ply N 1 I SEE SHEETC502 i w J Z Z
\ �J I '�' • 3a za N
EL 4.4' ` ";�` �__�LOPE_ _ \ / ',' -- • • ° H
P
cy
^EL4.6' IV- AK =PE r - ------„----„____ �; mSLOPE j (......._ _ / 1I i.
IES ��� r1 w a •. _ �'
VAR j I �\, w n a o
Ra .A. i,„- �NIf-� ' �FA ° ` o% 1 ro 0 i o O 1 J Y
m 1.9
- SLOPE j t �� `�� I bo l
® sit--4:::-...... .it. IL„....s,...___do % I --
11 1 �9'�O / l.l' 0.5% ° a.o � z
C 1 \ -�Fs 0.5% .1 ' SLOPE 1 .• Y 11 C/ w w o
, ... .--- /QM.'__,
2.0 'eF5$
N., ,11 CL O W um' > •
z � xm 'pia g -
—�_,.- ,.« __��=tea- 1 3
-g Tz14
EL 3.5"
3.5 �T 1
• .• . ra �F 1 � 1 O N
Z nwN� ��.-.. _�1� I cwya ��� a C
� �._--�AWv:�..-�I w�: - - --ter ��.. %1`. °A - __-- --- a
a
tis
T I e _ �.. --1211'--' C p INA ROAD _ - -
_
�I www / USS NO TS w ENT _ _ $
F00T R - _
/ APPARENT 60 -----------------------------------------
NO__ -
a 4
a g
a.o —• �— COIR
7 __ — PROPOSED 30'BUFFER,TYP B o w 2 m 2 N
y LL
�� PROPOSED MEAN HIGH 75'AEC BUFFER,TYP L E a
WATER LINE,TYP
13.
L 3°
NOTES: LEGEND: = „ o
1. THE PROPOSED MAIN PARKING LOT WILL BE CONSTRUCTED AT A HIGHER --WNW— PROPOSED MEAN HIGH WATER LINE RECEIVED - 1-1, J
—ELEVATION THAN THE EXISTING LOT TO REDUCE THE FREQUENCY OF p 9
FLOODING.THE LOT GRADING IS DESIGNED WITH A HIGHER OUTER ---- - PROPOSED 30'BUFFER E a
PERIMETER(EL+6-FT)AND IS SLOPED TOWARDS THE CENTRAL
STORMWATER WETLAND.PARKING LOT GRADES ARE SHALLOW TO MAINTAIN AUG 2 5 2022 m
HIGHER PARKING LOT GRADES AS FEASIBLE FOR PROPER CONVEYANCE AT ---- 75'AEC LINE
THE HIGHEST ELEVATION REASONABLY POSSIBLE.
CCOIR FIBER CHECK DAM
Y
2. TEMPORARY CHECK DAM DURING INSTALLATION,SEE SHEET CG001 FOR D C M-M F D CITY DETAILS AND SHEET CG101 FOR DESCRIPTION AND SEQUENCING.
U
A 3. PERVIOUS STONE DESIGN FOR OVERFLOW PARKING LOT WILL BE A of
COORDINATED WITH NCDEQ.
50' 0' 50' 100'
' SEAL p
GRAPHIC SCALE ,,.3
Sheet o
FOR PERMIT Reference No. Nc
ISSUED:2022-06-22 g
C-102 0
NOT TO BE USED FOR CONSTRUCTION
1 I 2 I 3 I 4 I 5 I 6 INDEX: 10 OF 18 IZ
!i

1 I 2 1 3 I 4 I 5 6
...:
_,_ ...IBA TLEmUP ■ •
m N '
E ® 410 E 1 §
- __. M�IIN �
___ vmf-
TIDAL CREEK �
s
,,, ,mr.rs::___. ‘ tr,
, m s
D \ IlIromi..............TTNI".".".................i
STORMWATERWETLANDDU0 16 V- ,
ell
v my ENERGY DISSIPATION POOL4 aZPOROUS PAVEMENT \\ / o ¢? aSPILLOVER PARKING - /r I-O d R
AREA,SEE GRADING PLAN '.' oI I / `'�' f ` Q¢ W`� HEADWALL WITH �_ =U CC
c I DUCKBILL VALVE,SEEM ■ - _ 'u �? I-= Q ry
o
i to - lil 470' , , \.
t.
RISER CONTROL ' •
' '
I \ tl/ STRUCTURE I t
C' jIt '\ 1 0 FIBER CHECK li ,',- w
SEE�EET CG001 iii -�—
' 11011111111.1111111e 1. iiie.."111111111111.111..,IM \
IFC
2.
I � 1.7 i-- / 63 3
i
m
1 1. '111 -- ill _ ' -
5d, AB- ; �.`
b
9
1 3.5 �� O
_
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1
— — m. �_ - NA ROAD
— USS NO r TH CAR. _--------
-- T PAVEMENT ._-_ s
---- EN m
a a Ck
•.____ --c-_- ___ illa-� _____------' �_ -__ TO EXISTING PIPE NETWORK
B a a � � jo 0
_ - STORMWATER PIPE TIE-IN -p j
R
® xo
2.Q --- 40'-7 t ---------� 8 0
2
zw g ro
B r_---- _ _ --- CONC PIPE W/MITERED CONC n B o� N
--- - HEADWALL(5 TOTAL) TYP,SEE law
PIPE OUTLET PROTECTION,
TYP SEE SHEET C5 a02 z a
v
0 3
t
NOTES: LEGEND = 4
1. THE PROJECT HAS BEEN DESIGNED TO RESULT IN A NET DECREASE IN ,_ PROPOSED MEAN HIGH WATER LINE _ 13 ,
_ IMPERVIOUS AREA.A STORMWATER WETLAND ELEMENT HAS BEEN
INTEGRATED INTO PARKING LOT DESIGN TO TREAT STORMWATER SEC E 1�1ED o
RUNOFF.THE WETLAND DISCHARGES TO AN ENERGY DISSIPATING POOL PIPE OUTLET PROTECTION E
THAT FLOWS INTO A TIDAL CREEK. m
!
2. THE SPILLOVER PARKING W G COIR FIBER CHECK DAM ILL USE A POROUS PAVEMENT SYSTEM AND IS AUG 2 5 2022
CONSIDERED IMPERVIOUS IN CALCULATING CHANGE BETWEEN EXISTING
CONDITIONS AND PROPOSED SITE PLAN. Q
A DCM-MHD CITY 0
A
0
50 0' 50 100 O
, SEAL o
GRAPHIC SCALE r- m
REVISION 2-2022-08-23 Sheet o
FOR PERMIT Reference No. -
I'
ISSUED:2022-06-22 C-103
o NOT TO BE USED FOR CONSTRUCTION
1 I 2 V 3 I 4 I 5 I 6 INDEX: 11 OF 18 ti

1 1 2 I 3 I 4 I 5 I 6
'ENO
_ :':i
COMPOSITE i
RETAINING
WALL WITH 48-0"±
HANDRAIL,TYP a a -
CONC CAP,TYP NATIVE PLANTS,TYP E
/S• A
_ EXISTING GRADE TO
PAVEMENT,TYP 10 BE REMOVED,TYP EL 2.75± o
EL+4.6 _ ° 1'-0" T.
p MHW 1.83± jj/;\
"!':.'14
EL+3.0 EL+2.2 / / , ' 1%\/% \\/\/\/\/\/ / / / / / / 3. 71'P /./ / /// /\/\/\/\/ ///\\/\/ a
\/\ '\\\\\/\% i�j�j��j/j/// 1 2
:\\��\\/% %\/\\/\\/\\/\\/\ \%%�/%\\%\j/\�\/�%��� / / .�/�/i p MLW-2.44± s
\�\��\��\� NOTE:
SLOPE VARIES BETWEEN 16H 1V AND 7H:1V.
D1 STORMWATER SWALE TYPICAL SECTION D4 LIVING SHORELINE TYPICAL SECTION
C-103 GRAPHIC SCALE A C-103 SCALE:NTS
D D
A
Q Z Vl
Z a
G¢ O z
24'-0"±PARKING SPACE =U W
0
9'-0" n 141.-0" .-. 48'-0" 108'-6"± % _ 24'-0"± I--
J
SIDEWALK WALKWAY/ �N WALKWAY �N F� DRIVING LANE 3 Q c‘+
— — OO C.) o
F.
CONC BOUNDARY
>y
CURB,TYP E.0
12"0 TIMBER BOARDWALK GRADE TO o
PILE,TYP EXISTING a
SURFACE
SLOPE ELTBD SLOPE SLOPE SLOPE o
I tl tl tl 1 1 xE. r.'. 11" 4///%//,,,W/%i//i///// ,///G///i i/ 3 1 •
C /„//�//./, v, /, \% / ///\///\\�/\// E\+\ a: \ \ \///%//.\//,/. //.// /..%.//./..//.// // i../. // i, .\\\/./\//i//i\ .\.� C w w
\/\\ /�\///\j/\\j\\j\\j / \/\//\/\/, '.ryP / //\//\//\//\/j \j/\j/\j/\\j/\j/\jam:\•/• a m 's
GRADE T \��\�\\ \/r\\/\/i,ISTING %%��///��//�/ // /%////%/ /��%�\//\\/�\/,// \^\\/\\/\/� /.,._,./• g _ s
SURFACE \/,/ ��X\/\/ . s o o .. N
f 3 S a v
N
N
o
— u l E N
Cl TYPICAL SECTION e s G<
G103 GRAPHIC SCALE A I § 1 1 I Aa o
Hs
0
a
o B
• u U
WIDTH VARIES _ WIDTH VARIES_ WIDTH VARIES _ _ _ WIDTH VARIES E W• 'i S_
B UPLAND TRANSITION HIGH MARSH LOW MARSH TIDAL WETLAND UPLAND TRANSITION B y" a
OVERFLOW TIDAL WETLAND LL ET:
PARKING LOT 15-0±� MAIN 8 a
TIDAL e
CREEK PARKING o
LOT c 4
SLOPE SLOPE_ 4:A
NI 4-
EL VARIES:
0.0T00.8 �j� C /CR — - z 4
EL VARIES: ENERGY DISSIPATION POND END WALL AND OUTLET PRECEI I/ED E m
-0.9 TO-1.70 EL VARIES:-2.5 TO-0.9 DUCKBILL VALVE co
i
Al TIDAL CREEK TYPICAL SECTION AUG 25 202
C-102 SCALE:NTS
Q
AO
A DCM-MHO CITY
A o
h
4' 0' 4' r
+ -- — SEAL '
GRAPHIC SCALE A
REVISION 1-2022-07-20 Sheet 0
FOR PERMIT Reference No.
e
ISSUED:2022-06-22 C-301
NOT TO BE USED FOR CONSTRUCTION
INDEX 12 OF 18
1 I 2 I 3 I 4 I 5 I 6 :

n I po I C) I v I rn
/ •
w
a
co
t
N
N
b L. 38
TYP
1 0'
.II I / \ I�iluj/
1III \ II \
-,•ill see ••
N ! N
\\ )
7
1\`I'll//li :TYP —
� Gil;
422'-0" 4
\ _ _
_
•e
n
` .. 1
e 4b
w <a
6 . dA L
.0-.8 L
\\
,�\\III
II // :a
,i N
li IIA \ —
r0 .
4,
CA
W e \•
�`\\\ Ilq t/ I \\\`III�y/i
40.
' + • 6 - t t of t t t
•
p�il�I 1\\ a "'''r//J"'///// il III11\ 4 • 4.. ►. � I I \\� , p p.
\ + • + + + � 7 + + + + • °
e /
HIV •; ' ._ me et.
TMyP
/hh a /I
cn xViiil NkO♦ .. 4° v,
•
/ .
° / ,
— e —
\\l ug, , .
A i . • / . q iiik,
Z _ j1� p.
m N 1 +� I -++++++ €+++++++
CC0 AOf rcg M xicn
DS lo ° >" 13 G rn • \'+'+' +.+.+.�
0 0 m 0 >LND n-1 .
ONxi D cal C •° .
y8 K m E.: 0 0 -
I °•
A N \
\J fv0 7
0 \\\ II I� `/ L
0 ; � - -
n I co I C) I v I rn
♦ ♦ •
♦ ♦ ♦
,,,, /]fN FALLS OF THE NEUSE ROAD °sgned by
MAP Date Rm.
-0G'n °
z
X SUITE
A
RALEGH NC27609 LIVING WITH WATER-
A 97%�1'4626 omby. I° WINNPm}nNo. USS NORTH CAROLINA
0 W mottatt& nlch0l
• ' ry NC FIRM LICENSE No.F.0105 VNM JC 1025601
A = .
mReviewed by: domino cede: — ....
', j OZ MAP - - -- 1 ..
to Submitted be. °nWM Scab, AS NOTED ENLARGED PARKING PLAN ' .1• xi
ma
SUMMERS NAME 0 ISSUED FOR PERMIT 2022-0622 MAP
♦ MOFFATT6 NICHOL FIR.c.I. I'.2(B SHEET)♦ , , `= ceuneno s .e
Fie: 0:\RA\10258-01\0500_CAD\_ACNve\_Botlieship Living with Woter Permit\Z1025801-C401;Plotted:: 8/22/2022 5:47 PM by MORGAN,NEKOL; Saved: 8/8/2022 11:31 AM by NMORGAN

1 I 2 I 3 I_ 4 I 5 I 6
• ■..
•• •
_Akin__ d
BATTLESHIP B .A
EXISTING ROADWAY.LPROPOSED PARKING LOT ENTRYWAY
E E Ian
_—
EL+3.4t
\ i\ i\ i\ i\ i �C� _ Y M H W+1.83 \ ', �s���iC��\��\��\`�
w
NOTES:
1. 1'MINIMUM COVER FROM TOP OF PIPE CONC PIPE WI MITERED CONC
TO BOTTOM OF FLEXIBLE PAVEMENT. Y MLW-2.44 HEADWALL,SEE NOTE 2
D =
2. BOTTOM OF PIPE SHALL BE PLACED 1' D v
TO 2'ABOVE MLW. 4
N
cr Z U. a
D1 CULVERT TYPICAL SECTION 1-a y h
C-103 GRAPHIC SCALE B
=V J h
Q ~F I- N
3¢ c N
zZ J N
>N >
DUCKBILL VALVE HEADWALL J M U o
t
Y
2
•2
C - n ;
C w 2
2
#57 WASHED P : - y a
1•• �•• �'- ••• �'• ••• STONE AGGREGATE
R f 1 3
.ram_ N�lt�1.O 'I O`O'— #2 CRUSHED STONE • ! • • TONGUE 8 GROOVE "+
GEOTEXTILE,TYP / /j/jj j/j�jMI .- 4 8 Z
PIPE u N
\ \ \ \ ....
\ SIDE VIEW A " A s 1 & i t u a
B U
q
B1 PERVIOUS PAVEMENT DUCKBILL VALVE HEADWALLre
ti
B
C-101 GRAPHIC SCALE A 1 B o,n 4
MI PLAN VIEW �°' LL
e 2 a
4"ASPHALT / \ FILL SLOPE • L 30
PAVEMENT �%\ o
RECEIVED
PIPE \� - O
;//////////A SLOPE — t .iiiimminmirmii A ..6 a
8"AGGREGATE fol•�'�� ik �� �!•�'��•-•��•-•�� c
BASE COURSE •�,�f�Allifn �i'�ftilif'�fi'�f.
,��le�.eg...lialasAr �eI•��
fnefnefd! _1
.�h DCM-MND CITY t
LI
4"DRAINAGE LAYER ;`-IOQ Q7O�Qw. Qi
ilh. L•_ am. ••_ li.A•_ i OPTIONAL 2'o a-0 zw 0 a'-o
• CONCRETE v
/y\ \�\ \ \ \/ NOTE: SECTION A-A FOOTER GRAPHIC SCALE B A ..
A GEOTEXTILE \ \ \ \ \ of
\ /� /� /� /� /� /, FRONT VIEW SIZE AND TYPE MAY CHANGE. 1'-0• -o•• s• 1-0• o
SEAL O
GRAPHIC SCALE A 03
Al ASPHALT PAVEMENT A3 HEADWALL WITH DUCKBILL VALVE A5 MITERED EDGE PIPE REVISION 2-2022-08-23 Sheet
C-101 GRAPHIC SCALE A C-103 SCALE NTS C-103 SCALE NTS FOR PERMIT Reference No.
ce
ISSUED:2022-06-22 C-501 CS
NOT TO BE USED FOR CONSTRUCTION
I 2 I 3 I 4 I 5 I 6 INDEX. 14 OF 18

1 I 2 I 3 I_ 4 I 5 I 6
OBLIQUE VIEW 1/2•FILLED EXPANSION JOINT "MIA
VERTICAL CURB AND GUTTER ran
BATTLESHIP
�\'FTLLED EXPANSION JOINT FILLED EXPANSION JdM . \ (1/ems X 1 DEEEP SCORE)
E f f H f •:: R., illi� E • aa
5 --.� Lit J�- •� E
ONTROL JOINT R 1 Li= LLL may'
FILLED EXPANSION . 1z '-
JOINT36 4
SCORE Li• Waal
:411111111111111r
i
n a count I
%•�y :•'�.
ROOT 1=i I.•ZONE F-------2A'
Y N'
A U—
VERTICAL CURB AND GUTTER SLOPE CURB t
T++111� L'ii - L —
i/2- 63
WUSHFO 657 STONE BASE - Y
I)..- L L i 'PIKED OVER TOP OF - ] -I
��l%9�` ROOT 2ONE R.H.R•u• H5 I-i Jfl-
Al IAA
'.VCIV �Rep/S�IT6,6,,T6 Ri iS��G`(Gsy"751 WELDED WIRE MESH 6 I-I `4 i' 12 • 3
SECTION A-A SECTION B-B •N� ,RI 060S�'Y ♦• 12" t
1. JOINT MATERIAL TO COMPLY WITH CURRENT NCDOT STANOAROS. A �^ -f I III_, �._ I -
Iglia CLEARED AND PREPPED 1...,WY COME 4 1!:141:1C�„1�1�
2. SANITARY SEWER CLEAN-OUTS.WATER METERS.MANHOLES.AND VALVE LIDS TO BE SUOG E .vAEa 24' I2' 1 1-12-•-e•- . _6-
LOCATED OUTSIDE SIDEWALK WHERE FEASIBLE. NOTES. MEDAN VERTICAL CURB D CUTTER A.
` ¢¢2
VERTICAL CURS cows
M GRANITE CURB D
3. MINIMUM SIDEWALK WIDTH TO BE 6•MINIMUM IF PLACED AT BACK OF CURB. 2-A.L OTHER UN OF WILMIYGION STANDARD SIDEWALK DETAILS APPLY. Q
3-WELDED WR_MESH SHALL BE 646 W 4.0/4.0 AND FREE OF 1�12' 2,--•1 OO4
A. CONCRETE FOR ALL SIDEWALKS EXCEPT ANY PORTION CONTAIN WITHIN A DRIVEWAY OIL,DOT MID DEFECTS AND PRO'ECIEp/ROM GWGE. WRE
( SPLICES SHALL OVERLAP 12 INCHES AND BC TIED TOGETHER AND =
APRON)SHALL BE CLASS•A•-3,000 P51. SUWCRNEG IN POSITION. II H-12' 1 Q (y S.
5. MINIMUM REPLACEMENT FOR REPAIRS 15 A 5'x 5'PANEL likkoir:
a, Q Z 0-
O
6. {•STONE BASE MAY BE REQUIRED FOR POOR SOIL CONDITIONS __.._ 0 Q
1 1�I a.N ems.. - ¢¢ �I I I I I_:•f Q cc CH
7. MINIMUM DEPTH FOR TUNNEUNC BELOW SIDEWALK IS 12' •' lifLF.LYJrYft 1 - - ? -
�,2• "TXR W W HE r9. E.)
8. MAX ADJACENT GROUND SLOPE WITHOUT RAILING IS 2:1 12 I- = Q h
VALLEY CJRB HEADER CURB
9. MIN GRADE FOR PROPER DRAINAGE IS 1X IN AT LEAST 1 DIRECTION. MAX CR01 H I- N
SLOPE 6 2X. MAX LONGITJD'NAL SLOPE IS 8.3%, 'OX IF LIMITED BY EXISTING tlQffS:I.NO 0 JOPrt 5 28 10 To CKG. WAN CtMREM NCDCT STANOWDS W N
CONDITIONS.OR NC GREATER THAN
2.50'MAXwX EXPANSION.101NT IR IS S.'0'MAX CONTRACTION JONf SPACWG V. 0 -
THE SLOPE OF THE EXISTING ADJACENT ROAD. -
3 MNIYW INSTA-CATION LENGTH IS 5 ClFT
S.CONCRETE'C BE 3000 PSI ma
Z CO —
5.VERTICAL CURB AND GUTTER BASE CAN BE SLOPED 3/4•CO USE A MT UMW >CO 5 H3
STANDARD DETAIL *` J STANDARD DETAIL STANDARD DETAIL `` -)7 V ti
DAIS OCIOB0R.2010 "' TO GTON DATE AUGEST.2011 TON 9�
DAIS I+OYDAeML 2911Y
noon C%MINA REINFORCED NORTH T.wx3NA /�1ii•LLL./���..11l///�����1111���1III VVVV .O
DRAWN: PEAR DRAW BY JO DRAWN:P613I NKrtERBIC JVA UI
Ott OF WININGTON ENGINEERING SIDEWALK CRY OF WIMNGTON FNGMEERING CRY OE NIL LANGTON ENGINEERING
CHECKED: SIDEWALK Po BOX 1I N.C. CHFJ%EDBY DOLPE Po BOX+e+o CURBING PO eoX 1910 3'
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ISSUED:2022-06-22 C-502
NOT TO BE USED FOR CONSTRUCTION
INDEX: 16 OF 18 ki
1 I 2 I 3 I 4 I 5 I 6 •
CZ.'

1 I 2 I 3 I 4 I 5 I 6 - ,
N li
.—A, - 'ai
IIIIIIIII/
HIGH MARSH UPLAND TRANSITION li
- - — -
TIDAL WETLAND —_�i_—�� ...o..«.
TIDAL CREEK LOW MARSH � i�
E TIDAL WETLAND ,�,� Ton a%� � __------ ' ---
\\. _�� I ;- _ Dom""" E
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•�—— E1. STATE OF NORTH CAROLINA •O ■. 2'''"
CULTURAL FACILITY y ��.11' ,.. ,� a
.� iv M , ' , 1 BATTLESHIP ROAD NE au.� JNE 8'R�RY BUILDING(CIR(:A 196�1 • •riG �� ■— /��� 5 " ', HONING:B:f;(6:,:8c:Ric ICT f.`�••r...,._—.Yu �� - ay} caKmment6 /446:-
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LN =_—=_ _ _ -mow`=-�wr -..- / / '��'8 J6S�-_�-�_ ��py�a Y%/ / I STORMWATERWETLAND
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NOTES: LEGEND
1. PROPOSED PLANT SCHEDULE INDICATES PLANTS - LOW MARSH TIDAL PLANT SCHEDULE PLANT SCHEDULE Q N ,
THAT MAY BE USED IN THE FINAL LANDSCAPE _ _-— WETLAND PLANTS W N Q AN Q.
DESIGN. SCIENTIFIC NAME COMMON NAME SCIENTIFIC NAME COMMON NAME
HIGH MARSH TIDAL TIDAL WETLAND UPLAND TRANSITION "
2. PRELIMINARY PLANTING PLAN IS PROVIDED IN ===-- WETLAND PLANTS SPARTINA ALTERNIFLORA SMOOTH CORDGRASS BACCHARIS HALIMIFOLIA SILVERLING,GROUNDSEL TREE %11 n
SEPARATE ATTACHMENT. V
AJUNCUS ROEMERIANUS BLACK NEEDLE RUSH HELIANTHUS ANGUSTIFOLIUS SWAMP SUNFLOWER W CCr ,
UPLAND TRANSITION PLANTS SYMPHYOTRICHUM TENUIFOLIUM SALTMARSH ASTER SOLIDAGO MEXICANA SEASIDE GOLDENROD CCQ L
DISTICHLIS SPICATA SALTGRASS EUSTACHYS PETRAEA DUNE FINGERGRASS U e
• .
TREES SPARTINA PATENS SALTMEADOW CORDGRASS CIo
A BORRICHIA FRUTESCENS SEASIDE TANSY,OXEYE
BOLBOSCHOENUS ROBUSTUS SALTMARSH BULRUSH A o
SPARTINA CYNOSUROIDES BIG CORDGRASS 40' 0' 40• 80 0
STORMWATER WETLAND -
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JUNCUS EFFUSUS SOFT RUSH REVISION 1 -2022-07-20 Sheet o
HIBISCUS MOSCHEUTOS SWAMP ROSEMALLOW FOR PERMIT Reference No.
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ISSUED:2022-06-22 LP101
NOT TO BE USED FOR CONSTRUCTION
1 I 2 I 3 I 4 I 5 I 6 INDEX: 16 OF 18

1 I 2 1 3 I 4 I 5 I 6
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6 6
INDEX 17 OF 18 .t.
Ck'

1 I 2 I 3 I 4 I 5 I 6
or:
BATTLEsaap—Aleh'-- raj
E E 1 $
Pa
TIMBER BOARWALK CONC WALKWAY
\/\/\/\/\/\/\/\/ 8
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TIMBER PILE RETAINING WALL =
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BOTTOM OF BOARDWALK MUST BE ¢? J a
MINIMUM 3'-0"ABOVE THE MARSHGRASS. F JO R Q
ct ix W
Q 0 o'
D1 RETAINING WALL DETAIL x v a
a
S701 GRAPHIC SCALE A 3 Q N D
J NZ cc
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TRASH
C RACK C a w
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r� TIMBER HANDRAIL o R = - ` s m
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ITIMBER STRINGER,TYP a N
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I TIMBER FASCIA A $ , F$ a
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TOP OF DECK
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w- a ,(- AUG 2 5 2022
a APPROX GRADING, U0 Qi
EL VARIES PILE TIP EL,TYP DCM-M H D CITY o
A NOTE: A o'
SIDE VIEW BOTTOM OF BOARDWALK MUST BE 2'.0 0'-0" z'-0' 4'-a' o
MINIMUM 3'-0"ABOVE THE MARSHGRASS. — — SEAL 0
GRAPHIC SCALE A co
N
Al RISER DETAIL A3 BOARDWALK TYPICAL SECTION Sheet FOR PERMIT Reference No. o
S-101 SCALE:NTS S-101 GRAPHIC SCALE A R
ISSUED:2022-06-22 S-501
NOT TO BE USED FOR CONSTRUCTION
1 I 2 1 3 _I 4 I 5 1 6 INDEX 18 OF 18 v
4

O�

fi
,�'ta ' n.�. ti+... +�+. .r f' .,",_,-.A..."
R' TIDAL 7:1 GRADE
_,
' --� -. vlI
r 24' uVING ° WETLAND
'4� {,f �- SHORELINE CREATION 138' LIVING
it a 25' UNNG ORE
1�;' ;',.+ --� - - aB.,-..:.. :ems. - SHORELINE, 5:1 GRADE .�_ir .�.e NE , ,,,t,,,,,,,177...),y;..
° 1 ` p ' dii 't _- REPLANTING�` r Y r t...7.7.
4 '
f ,- 6:1 GRADE r33 •+.ONLY �/ _ A i �L �_ --FJ Q _ (
M, 10:1 GRADER 1 I 1 {D I di . tics «a.SJ' a ,
x 8T LIVING r' Y ` Fs` ' -
y i i SHORELINE avoAps.
I-'- may"'
e tr_.. - ! n:- _ iii, { je�o r ,., ?,�iJ
i r: ; �6:I1' I"' o . ..•i 75' AEC BOUNDARY Rti' r = /v x 20.1 GRADE / _ .a. a lr: ls i ." 1 lrl LY TFIN AEC OUS �re •
p ,fit, a y; ti t _• •r �1 ) t : 'Y't ~•lei^. _., - 4;
_ A �� 'i448' LIVING �-•- :�} u 4-4 =-Z _• i ,_ � �d nr: SHORELNE • `� ® 'y}S7 6 j 4 _ f" :2. f \ ;. Fg
fi ': : iS = �qy _h f \D�' �•; _ ! f. .:� .� _ it• i.•.,.':Y, 1 .i'.--+i-$ / - p,.."
:F- , 3. ,> ;. ;j"�Atl: \ 8..a - - i t �S7t�•.:'lx'� �_ _ _ • _ r 1.1."'-_--, R�''_ - f�
t 75 AEC DOLING R, �:yry ;:, a. . ,r - i_ f/..t __ .Jr . a 1
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t4, '1 At..3 I l Y- 1�t.:f: :" �, .flai r• _ OZ.;r �r'%, �' °11�:' '��r
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q' d_ ,6. - i,• y\�� . . e' ' NATURAL UPLAND TRANSITION ,-q�� I ,. ((--�� '� l ''�-`.c. D I •-"
rP T. WE LA',C F.'_L .r �r� e' - -?T f
- 1.::) _ > _ __ `t-i` �� �r - •. + :,DAREA NOT ASSUMED WET:_AND `. a�Ti� hT �;r �? .( SJ�• _ .fir }•.r .. ,r �"4 1r 1�- T ..} 7 _ i It k- -49 ,ti '.A.' 's ':i'N -„1 • -°,.._,.,, •Fj `_: y , _ I _ :` r >'.
•r } F U
y,� ! 1 � BOARDWALK Y l k 1 i' r it ` 1 j : h • f.�`.v 4? r. • ` s II +. t+
i T- `� 'IDAL WETLAND. C` -'? - r':65 ' �� I� }.!.I r 1 .� {• yy .iYi�'�1 _ yl II rl.,r �,r
t t. luJ ',JIJ.S• J &- r 1 i7 zt•.1 4 It ir.• 1
r,;v • ! CREATION p_ ;t,. �- • . 1�1 9i - T,: � 5 I .Cl {,
v,• \ v. .2),,{ �� /4 t{ TIDAL WETLAND•�4�i44i - �{yg -• •6 - ;i _ r _Z -X� - II ..
.�{'°s'. I: fir' .e.ax r 1 . .s D1 CREATION /_ ''` _ 4; ,.. y - t,- R-.s!" -' S --.
L, 'F g,: k-q'gv lr ,•a._':.t„ i d fa.' - _ , • ':Yss .. r25 = -" - - --�- v,,t i- ."fi - .� 2 ',:+' I I r .:
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f*. S�R\ ` •::q.=: a'ti.�_ n rJ, . e t • x :., a'r',. TIDAL WETLAND TO > 2 m� ��• ca
+. ,,. • _...r'' . y `. }' 5.1. TnA R o . 4 ,'>a STORMWATER WETLAD:f, 3.
t•` • - `\; .� I}^ t;+ Y-.. SP t. t r - j''i� ._ I ."_ c ?3� y• ' D '#. :.1 1 ,. �4
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Ali" ▪i4'RsSe .is`G . .. .` ..,'•izr.y 4 ,.. • e'+ ' ,t, r" F .1;,� !!! `3 t 6�- _ - 'w crc
;x':ert4 NATURAL UPLAND TRANSITION ,4, ', '- a qly;-�. ;' �, .r:Y, ` - 1I I 'r .1: -�y, :.i. - �:aa�+ t.:;•- r �r•I ,o ASPHALT MAIN ._
o` `�'AREA, NOT ASSUMED WETLAND `•-;" ,`4 ` e - , J.I. 'y #- '.' - , 1� r - PARKING AREA %-
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RECEIVED
AUG 2 5 2022
DCM-MHD CITY

Design Objec Al ri lit All.
A
Restore approximately 800 linear feet of
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RECEIVED
AUG
2 5 Z022
DCM-MHD CITY

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'AVIL•,11,13TON NO
Will motto.i n tell 01 04 01702..: I I 117171.1 Vol 1 11:MI 1--1 F.4A.S1.-1,-1 A\ '
SSS SWIFT
hdlig m of f a t t & nichol eNccos NATIONAL CENTERS FOR cREEk NATAcc()NNF
COASTAL OCEAN SCIENCE , January 6, 2022
...
GROUiPdit &13.1-‘,LL
... . ,..

Agenth
„v. Existing Field
Introductions 6 t . �:
Conditions Investigations
V. Design (71
Post-Construction Education and
_.
Monitoring Outreach
FundingW
Project
Schedule
® ___
RECEIVED
AUG 2 5 2022
DCM-MHD CITY

Historical
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RECEIVED
AUG 2 5 2022
DCM-MHD CITY

rr, , Legend
�`1��ArM'�P'S T,+EA D,
Land Cover NLCD
L .�°.,�,;.M.." f, r MI Open Water
t',° �' 4; Developed Open Space
.r P 0,R f.Sr, Developed Low Intensity
NECK. xt.
labs,� 4. ' • ' 0 Developed Medium Intensity
Y..O f O D E:N
- Developed High Intensity= + = �r: a .- . �p �► Rock/Sand/Clay
4 r Deciduous Forest
k' .� fi � - .44 ��' �. q Evergreen Forest
`" MURRAYSVfLLE I # ' �` , Mixed Forest
{ i�f$ ` `.j :` r, j._ C Shrub/Scrub it
Kl,NGS ,GRAN � > �.r a C l
, ,� , , f s ,..� t{'`N\.1L +r ` 7 - 4.0'` � F Grassland/Herbaceous
»' yk ♦i trnY Pasture/Hay
,+i{ Y, r r M Y R T L E aG<R•O 1/E �s,
a` s`:S�KilPPER3. ,:r,'` .' 4+? '4.1 .�! 4 r a, 'r. Cultivated Crops
�. ,.. '`. i:;:jt ; -- a,,1 rb , N.
,4 •�, '�, =,\•- ", Woody Wetlands
W Rf;G H PS a o'R o ,+ Y ' W , ,<<i,, r' �� Emergent Herbaceous Wetland
ti p, . 11L•+ 1 a y r ' '
P.I. a-- < e- e 4 l{r Its...,
_ ,R{y� . �'4 ... .,� ,s A �� r „folk .
{� s Battleship North Carolina` tT ,rtgir- /•"•e`' C' P E_ F E A • `'
`' i :r �. 111 ( ,. ; d' ./ �►. _ .;,A R RIVE '?V t '�'
+"� *i�� FEAR RIV $r_ . �"•
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AUG 2 5 202?
DCM—MHD CITY

Graph 1. Historic Flooding Trend by Decade
Measured as Flood Stage Events at 5.5' & Greater
Cape Fear River at Wilmington NC, NOAA / National Weather Service Gauge (WLON 7)
Compiled by T. DeMeo - June 9, 2021
997
257 311
USS NORTH CAROLINA Battleship
Arrives in Wilmington, 1961
58 83
16 11 14
1940'S 1950'S 1960'S 1970'S 1980'S 1990'S 2000'S 2010'S
7,021 % Tidal Flooding Increase Since 1961 RECEIVED
AUG 2 5 2022
DCM-MHD CITY

Graph 2. Flooding Trend by Year, 2011-2020 M.
Measured as Flood Stage Events at 5.5' & Greater
Cape Fear River at Wilmington NC, NOAA / National Weater Service Gauge (WLON 7)
Compiled by T. DeMeo - June 9, 2021 174
154
143
128
111
90
54 79
44
20
2011 2012 2013 2014 2015 2016 2017 2018 2019 2020
770% Tidal Flooding Increase 2011-2020
RECEIVED
AUG 2 5 2022
DCM-MHD CITY

TIDAL 7:1 GRADE
¶ !EET
' / WETLAND
25' LIVING / CREATION 1LIVNG
/ SHORELINE
REPLANTINGLY 0
ON r
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10:1 GRADE 16:1 GRADE ( ------ � y.
8T LIVING V. - -1--- d
y�rp•roo ooe-oot-oon A • adept----.
0 l per•
SHOREL NE �. I STATE OF NORTH
RTH CAROLL
CULT " 0-6010
20:1 GRADE �// • ---'' *IC.
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NEW IMPERVIOUS '° 1� //���/` 75' AEC BOJNOARY
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CONCEPT QUANTITIES
(22x a FLoT) (NAVD88 FT) UVING SHORELINE CREATED/ENHANCED 720 LF
MHHW 2.08 TIDAL WETLAND CREATED (INC. SHORELINE) 1.5 AC
MHW 1.83 -
• TIDAL WETLAND ENHANCED 0.6 AC
MSL -0.16 TIDAL WETLAND TO TIDAL CREEK 0.1 AC
MLW -2.44
TIDAL WETLANC FILLED/DISTURBED IN VCDOT ROW 0.7 AC
MLLW -2.60 --
DISTURBANCE AREA 'D AC +/-
-
ADDED IMPERVIOUS WITHIN 75 AEC 0.06 AC
NET REDUCTION IN MPERMOUS AREA
RECEIVED
STORMWATER WETLAND SIZED FOR 1.5" RAINFALL EVEN THOUGH WE HAVE NET
IMPERIOUS REDUCTION, MAY DECREASE DURNG FINAL DESIGN
AUG 2 5 2022
DCM-MHD CITY

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MonitoringPlan includes : . • \ i el:-. .-, %. ,,, '. . ' ,1,;,. ,, , . e . f •
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: •II fiti, s.s.'''I..IV.,: .1.,..'':, .-.•.6 4&,'a.4''"''s..:i i,.f,•`.
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16714
RECEIVED
AUG 2 5 2022
DCM—MHD CITY

■
ucao n and ou
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Goals Accomplishments
Provide in-situ STEM opportunities to 40,000+ 2021 Carolinas Climate Resilience Conference
students attending programs at the Battleship each Waterloop.org Podcast
year. Storymap-in-progress
Serve as an outdoor classroom to demonstrate NOAA Regional Presentation
community resilience and showcase Cape Fear
River's habitat. �
sf r
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Offer transference of resiliency concepts and = ' } 'r tv.;
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lessons learned. -
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AUG 2 5 2022
DCM-MHD CITY

Funding
➢ $400,000 Capital Campaign Donations
➢ $633,000 in-Kind Contributions
➢ $2,383,931 Grants
➢ $400,000 North Carolina Land and Water Fund Grant
➢ $ 1,250,000 National Fish and Wildlife Foundation
➢ $683,931 Kerr-McGee, DARP Grant
➢ $50,000 Atlantic Coastal Fish Habitat Partnership
Additional funds are being pursued
RECEIVED
AUG 25 202)
DCM-MHD CITY

Project 111111Project Activity Timeframe
Field Investigations & Data Collection Winter 2020/2021
Schematic Design & Engineering Summer 2021
Agency Coordination & Permitting Fall 2021 — Spring 2022
Final Design & Construction Documents Spring — Summer 2022
Project Bidding & Contractor Selection Fall 2022
Habitat Restoration Construction Fall - Winter 2022
Post-Construction Monitoring 2023+
RECEIVED
AUG 2 5 2022
DCM-MHD CITY

Permitting
Permittee : NC Department of Cultural Resources
Site visit by NCDCM/USACE September 2021
Expired permit 30- 15 ( Issued March 2015 )
• Authorized docking facility, hull repair, construction of cofferdam and
Memorial Walkway, and improvements within parking lot and Battleship Park
CAMA-Corps Programmatic Permit process
• Application will include any work not completed under permit 30-15
RECEIVED
AUG 25 2022
DCM-MHD CITY

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