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Home My WebLink About20200812 Ver 1_All Site Plans_20200722I! K SIGN 202 TRANSF(�i'.�� / / NKFENCE a' �Np1N 91a 3" ORIFICE �06 T 42.80R N),8" RCP Z ice Legend Impact Type Proposed Ditch Mechanized Clearing Proposed Pipe ® Culvert Proposed Silt Fence ® Fill E) Cut Line ® Riprap F= Fill Line aWetland Proposed Edge of Pavement Proposed Riprap Proposed Curb Impact Summary: W1: Culvert 0.018 acres (781.62 ft2) W2: Clearing 0.003 acres (135.63 ft2) 83a.0, STA: 6, 4.560FF: -57.79E 18. V'15.03 (S) 3 CP V Aln 200 \�1 CB 02 215 .03 OFF: LGL P: 23.16 a U INVI .86 (W)2 CP INV IN: 15. "RC \ M INV OUT 15.20 CP W1 \ 2sXsa �� W2 27)%0 �j V ;Pll ° 2 -Y-so //////$$$�� 0 5 10 20 Feet RIM=22.08' 310.02 11 216i25.10 OFF: 60. \ 'O 5. W)24"RGP \ \ \ \ \ 276, 0 \ 279x F \ \ 27 9%SO 0 15 30 60 90 120 Feet �C . 22p%So C 0 PROJECT BIRCH AND DUNCAN STREET ROADWAY IMPROVEMENTS CAMP LEJEUNE, NC TITLE SITE 1 - IMPACTS TO STREAM AND FIGURE 3722 Shipyard Boulevard, Suite E ONSLOW COUNTY WETLANDS 1 A JOB NO170815 DATE Wilmington, North Carolina 28403 JUN 2020 N 838.0, STA. 4.S6OFF: -57.79E —DIRECTORY :18.7 —� yI \ V .03 (S) 3 CP SIG 2( SPOT 215 .030FF: LGL P. 23.16 .86(W)2 CP RC CP / 24" C\\ \\\\\\ A'�\\\ — — — --- _ 27 3 ORIFICE \`� \RIM=ss.Oa F O0�O N),8"RCP ryp ]a • �H1 — tE /\ Legend Impact Type Proposed Ditch Mechanized Clearing Proposed Pipe ® Culvert Proposed Silt Fence ® Fill E) Cut Line ® Riprap F= Fill Line aWetland Proposed Edge of Pavement Proposed � Ri ra p p Proposed Curb Impact Summary: W1: Culvert 0.018 acres (781.62 ft2) \\ \ W2: Clearing 0.003 acres (135.63 ft2) \\\\ \ \ \ tQ 2 4 — W1 \\\� A \ � W2 \ \\ 001 \\� \ vvv`v �''xso vvvv 0 5 10 20 Feet vvvvv A \\\\ 278x00 �@\ 4 x / 179 DENSETREEs 220x50 \ \ Doti ho Bj,Q \a, 27x60 ?a�x0 J 0 15 30 60 90 120 Feet DAVENPORT PROJECT BIRCH AND DUNCAN STREET ROADWAY IMPROVEMENTS CAMP LEJEUNE, NC TITLE SITE 1 - IMPACTS TO STREAM AND FIGURE ,� 3722 Shipyard Boulevard, Suite E ONSLOW COUNTY WETLANDS B JOB NO170815 FATE Wilmington, North Carolina 28403 JUN 2020 N =F: 42.80R N118" RCP 204 4 ON p1N `\NKFENCE csw —DIRECTORY K SIGN 202 TRANSF0R3� sORIFICE k-1 Om OWN loll Legend Impact Type Proposed Ditch Mechanized Clearing Proposed Pipe ® Culvert Proposed Silt T Fence ® Fill E) Cut Line ® Riprap F= Fill Line aWetland Proposed Edge of Pavement Proposed Riprap Proposed Curb Impact Summary: W3: Roadway Fill 0.008 acres (361.77 ft2) W4: Fill (Riprap) 0.004 acres (153.73 ft2) W5: Clearing 0.001 acres (65.13 ft2) 838.01 ,: 1878 S60FF: 57.79E 5- 12�8 It 15.03 (S) 3 CP Fla WP: 23.16 a l� INV IN: 15.. W5 ---F-1 - //-/" * r W4 \ INV OUT 15.20 C1y\I 216x00 F F F U 2 exsO W3 CIVI to/p 271x° °RI-22.08 xs° \ 0 5 10 20 Feet - 216i OFF: 60. 5. \ \ 278%S0 1100 \ 0 0 15 30 60 90 120 Feet W5 0 DAVENPORT PROJECT BIRCH AND DUNCAN STREET ROADWAY IMPROVEMENTS CAMP LEJEUNE, NC TITLE SITE 1 - IMPACTS TO STREAM AND FIGURE 3722 Shipyard Boulevard, Suite E ONSLOW COUNTY WETLANDS ZA JOB NO170815 DATE Wilmington, North Carolina 28403 JUN 2020 N Impact Summary: W3: Roadway Fill 0.008 acres (361.77 ft2) W4: Fill (Riprap) 0.004 acres (153.73 ft2) W5: Clearing 0.001 acres (65.13 ft2) a r OA W5 STA: 4,11 OFF: 57.79E —DIRECTORY :18.7 I .03(S)3 CP 264 SWl ` — \ 00 —// P: 23.16 \ - .86(W)2 CP 0" RC za" -- _-- - --- _ 216x \ 6y. OPTIC 3"ORIFICE 1 C \ \ RIM=22.08 ,ry =F: 42.80R NON\ \ \60. \\\\\ \ \\ \ \ \ INv c> 6. N),8" RCP NO % Z� Legend Impact Type Proposed Ditch Mechanized Clearing Proposed Pipe ® Culvert Proposed Silt T Fence ® Fill E) Cut Line ® Riprap F= Fill Line aWetland Proposed Edge Proposed of Pavement Riprap Proposed Curb E ►a \\ W3 h�tih o \\\ 2j'xs0 \ 0 5 10 20 Feet \\\ \\\\\ h ^ \ \\ x00 x \ h \ 0 / \ 79 21 \\\\\\ \ \\\\ o DENSE TREES \\\\ � �\ \\ h 7� \ Doti o \\\\\\ \ 27xs \ \ 0 ?22x0 \ 0 15 30 60 90 120 Feet 0 DAVENPORT PROJECT BIRCH AND DUNCAN STREET ROADWAY IMPROVEMENTS CAMP LEJEUNE, NC TITLE SITE 1 - IMPACTS TO STREAM AND FIGURE 3722 Shipyard Boulevard, Suite E ONSLOW COUNTY WETLANDS 2 B JOB NO170815 FATE Wilmington, North Carolina 28403 JUN 2020 -- x00 CSW 15"RCS' �j✓ 1 223xS0 ss �,, 224+p0 \C \ Legend Impact Type Proposed Ditch Mechanized Proposed Clearing Sidewalk/Path ® Excavation Proposed Pipe ® Riprap 6 Cut Line Permanent Stream Impact Fill Line S Stream Proposed Edge of Pavement 71 Wetland Proposed Curb Proposed Riprap Proposed Guardrail Proposed Silt T Fence 29 J DENSETREES PLO= t 1 SETREES C E 7 STA: 225t43.21 OFF:-59.27L TOP: 9.00 / INV IN: 2.94 (SW) 60" RCP iP 15"RCP CB 840.02 11 � STA: 225-70.39 OFF:-25.6 \ \vl 5''' TOP:23.92 °9RV OUT. 15.50 (NW)15"RCP HCR ST - 225+00 225+50 o �226+00 6 _ ��226+�50�2�27+00 loon 0 15 30 60 90 120 Feet m= am 0 5 10 20 Feet I I I I I I I L9V I S1 I Impact Summary W& Excavation 0.001 acres (6.46 ft2) WT Fill (Riprap) 0.001 acres (16.10 ft2) W8: Clearing 0.001 acres (51.15 ft2) S1: Inlet Protection and Bank Stabilization 17 linear feet S2: 60" RCP 23 linear feet S3: Channel Alignment 5 linear feet Note: Riprap to be set (buried) in stream channel DAVENPORT PROJECT BIRCH AND DUNCAN STREET ROADWAY IMPROVEMENTS CAMP LEJEUNE, NC TITLE SITE 2 - IMPACTS TO STREAM AND FIGURE 3722 Shipyard Boulevard, Suite E ONSLOW COUNTY WETLANDS 3A JOB NO170815 DATE Wilmington, North Carolina 28403 JUN 2020 �N 25 I —TPED q�T x 252 2�2Y./�\\\ CSW \ te 00 a.\ 15"RCP Illi— ^ 15"RCP \\ 225+00 225+ 2Bl000 — Legend Impact Type Proposed Ditch Mechanized Proposed Clearing Sidewalk/Path ® Excavation Proposed Pipe ® Riprap 6 Cut Line Permanent Stream Impact Fill Line S Stream Proposed Edge of Pavement 71 Wetland Proposed Curb Proposed Riprap Proposed Guardrail Proposed Silt T Fence 0 15 30 60 90 120 Feet / — J DENSETREES o= 4i ¢U TREES E STA: 225t43.21 OFF:-59.27L TOP: 9.00 INV IN: 2.94(SW) 60" RCP a�P / CB 840.02 STA: 225-70.39 OFF: -25.6 TOP: 23.92 ° 9RV OUT: 15.50 (NW) 16- RCP cs W i+00 -- 226+50 227+00 BODY SHOP SIGN v=1856'16) INV=18.1W, 1002 M 0 5 10 FFee \ S2 _ Impact Summary W& Excavation 0.001 acres (6.46 ft2) WT Fill (Riprap) 0.001 acres (16.10 ft2) W8: Clearing 0.001 acres (51.15 ft2) S1: Inlet Protection and Bank Stabilization 17 linear feet S2: 60" RCP 23 linear feet S3: Channel Alignment 5 linear feet Note: Riprap to be set (buried) in stream channel 0 DAVENPORT PROJECT BIRCH AND DUNCAN STREET ROADWAY IMPROVEMENTS CAMP LEJEUNE, NC TITLE SITE 2 - IMPACTS TO STREAM AND FIGURE 3722 Shipyard Boulevard, Suite E ONSLOW COUNTY WETLANDS 3 B JOB NO170815 DATE Wilmington, North Carolina 28403 JUN 2020 \2 00 111 �O 222+so s 15"RCP \ 223x00 223+50 224+00 224+; \ 29 Legend Impact Type Proposed Ditch Mechanized Proposed Clearing Sidewalk/Path Excavation Proposed Pipe Riprap 6 Cut Line Permanent Stream Impact F Fill Line S Stream Proposed Edge of Pavement Wetland Proposed Curb Proposed Riprap Proposed Guardrail Proposed Silt T Fence 0 5 10 20 Feet I I I I I I I o= 7 _ P QU 4i Ft. e U W10 W9 c — E 7 STA: 225t43.21 OFF:-59.27L TOP: 9.00 INV IN: 2.94 (S W) 60" RCP 'C15"RCP / C8840.02 F STA: 225-70.39 OFF: -25.6 TOP: 23.92 JS„ ° 9RV OUT: 15.50 (NW) 16- RCP CS W i- 225+p0 225+50 0 226+00 6 226+50 227+00 man 0 15 30 60 90 120 Feet FAT S4 � v it Impact Summary W9: Fill (Riprap) 0.001 acres (5.91 ft2) W10: Clearing 0.001 acres (14.50 ft2) S4: Outlet Protection and Bank Stabilization 31 linear feet Note: Riprap to be set (buried) in stream channel DAVENPORT PROJECT BIRCH AND DUNCAN STREET ROADWAY IMPROVEMENTS CAMP LEJEUNE, NC TITLE SITE 3 - IMPACTS TO STREAM AND FIGURE 3722 Shipyard Boulevard, Suite E ONSLOW COUNTY WETLANDS 4A JOB NO170815 DATE Wilmington, North Carolina 28403 JUN 2020 N � 0 5 10 20 Feet DENSE TREES — O= TPED (y — 252 222X00 \\\\ DE SETREES C — CSW E 7 \ \\\� 222XSp STA: 225t43.21 OFF:-59.27L Top N VPIN: 2.94(SW) 60"RCP �+h\ 15"RCP 15"RCP CB 640.02 2 \\\\ 23xs0 \\ \�\\\\ - {� \\ — STA: 225.70.39 OFF:-25.6 TOP: 23.92 \\ „S \\ \ \ —� ° 9RV OUT: 15.50(NW) 15"RCP 224,00 \\ ___-- a— \ \\\ \\ \\225+pp ---------- _ -- \\ \\--;..� --- \ =13_— _ __ _ 226+00 —— ---- —'�4— ------ ------ 226+50 \ -- \�1—BODY SHOP SIGN 30" CP-- \\ 30" CP Legend Impact Type Proposed Ditch 5* Mechanized Proposed Clearing Sidewalk/Path ® Excavation Proposed Pipe ® Riprap 6 Cut Line Permanent Stream Impact F Fill Line S Stream Proposed Edge of Pavement Wetland Proposed Curb Proposed Riprap Proposed Guardrail Proposed Silt T Fence 0 15 30 60 90 120 Feet m= W9 on, Impact Summary W9: Fill (Riprap) 0.001 acres (5.91 ft2) W10: Clearing 0.001 acres (14.50 ft2) S4: Outlet Protection and Bank Stabilization 31 linear feet Note: Riprap to be set (buried) in stream channel 0 DAVENPORT PROJECT BIRCH AND DUNCAN STREET ROADWAY IMPROVEMENTS CAMP LEJEUNE, NC TITLE SITE 3 - IMPACTS TO STREAM AND FIGURE 3722 Shipyard Boulevard, Suite E ONSLOW COUNTY WETLANDS 4B JOB NO170815 DATE Wilmington, North Carolina 28403 JUN 2020 N " ss ss � " 6 \ 72"RCP �aoo 603*S \ 0 l \ 6O9x X LL \ O TO s v 60S160 sa ° 6*00 F �3 606 rsEnsRCP s+ +60N 11 e( 1 607+00 4 607+50 \ ti ry non oe ¢ \ 608+50 .aaR �4 \ �eiro+sRCP 60 •0000Hwl-RCPL .?�Q P \ `9xpp ` .ea BEMs RCP ry is (E)u'.—RCP ?Sgx _wcv ovr. 6�as �R�e�e+R wvo wEi>nR_- V OpBS ` \ o:,41X E�,..P ,\ o q p s Legend IN, o °° ¢ Impact Type Proposed Ditch s° ®Permanent Stream Impact Proposed Pipe ' ® o 0 ds— Stream Proposed Edge \ , \ s'�p0 of Pavement Proposed Riprap Proposed Curb T Proposed Silt Proposed Fence Sidewalk/Path G Cut Line Proposed Guardrail Fill Line Proposed Retaining Wall 1 20 41 :1 120 160 Feet °� 0 15 30 60 Feet I I I I I I I I I Impact Summary S5: 72" RCP 170 linear feet S& Outlet Protection and Bank Stabilization 48 linear feet Note: Riprap to be set (buried) in stream channel r I ❑ � Ili Q L_ a DAVENPORT 0 PROJECT BIRCH AND DUNCAN STREET ROADWAYLE EUNEIMPROVEMENTS NC MP TITLE SITE 4 - IMPACTS TO STREAM AND FIGURE 3722 Shipyard Boulevard, Suite E ONSLOW COUNTY WETLANDS 5A JOB ND170815 DATE Wilmington, North Carolina 28403 JUN 2020 oQ ^� Off' p"�• \J� '�� o•op� � o �p� ��,� ci �P ,ti I o \ \ qq 00 \ Legend ,oP o Impact Type Proposed Ditch v�• \\ ®Permanent Stream Impact Proposed Pipe \\\ ds— Stream Proposed Edge \\ of Pavement \ \\ Proposed Riprap Proposed Curb T Proposed Silt Proposed \ Fence Sidewalk/Path G Cut Line Proposed c+ \ yr+ Guardrail Fill Line Proposed �\ 120 160 0 20 40 80 Retaining Wall Feet S5r/ x JO ^X 0 15 30 60 Feet I I I I I I I I Impact Summary S5: 72" RCP 170 linear feet S& Outlet Protection and Bank Stabilization 48 linear feet Note: Riprap to be set (buried) in stream channel DAVENPORT 0 PROJECT BIRCH AND DUNCAN STREET ROADWAYLE EUNEIMPROVEMENTS NC MP TITLE SITE 4 - IMPACTS TO STREAM AND FIGURE 3722 Shipyard Boulevard, Suite E ONSLOW COUNTY WETLANDS 5 B JOB NO170815 DATE Wilmington, North Carolina 28403 JUN 2020 N. 00, RIP 613+00 613+50 ON S101 IS8 o`O 03 I Impact Summary W11: Roadway Fill 0.003 acres (115.02 sq. ft2) S7: 66" RCP 78 linear feet S8: Outlet Protection and Bank Stabilization 39 linear feet S9: Outlet Protection and Bank Stabilization 8 linear feet I S10: Splllgate Removal (Temporary) 29 linear feet Note: Riprap to be set (buried) in stream channel TI 6� �o 21 so 616, Legend R 6, Impact Type Proposed Ditch 00 - 1 Fill Proposed Pipe � � o Permanent ® ,� Proposed Edge o °�� oo "w. Stream Impact of Pavement ®Temporaryb _ Stream Impact Proposed Curb a„ F Wetland Proposed � �� Sidewalk/Path f y° -dG Stream Proposed Proposed Stormwater Riprap Structure Proposed Silt Proposed T Fence Guardrail . A'°F Proposed iNvo G Cut Line Retaining Wall 0 20 40 80 120 160 � Fill Line Feet ° i I W11 I F.E S IJ INv =16.42 0 15 30 60 Feet 0 10 20 40 Feet l i i i l l l l l S9 fi + Q " o 0 DAVENPORT PROJECT BIRCH AND DUNCAN STREET ROADWAY IMPROVEMENTS CAMP LEJEUNE, NC TITLE SITE 5 - IMPACTS TO STREAM AND FIGURE 3722 Shipyard Boulevard, Suite E ONSLOW COUNTY WETLANDS 6A JOB NO170815 DATE Wilmington, North Carolina 28403 JUN 2020 1D N. °o \' \ X s 00 613+00 r _ RIP RA T S10 I Jo 613+50 i W11 I 7,� /SS7 \42\\0 15 30 60 Feet 1 1 1 1 1 1 1 1 1 Impact Summary: W11: Roadway Fill 0.003 acres (115.02 sq. ft2) S7: 66" RCP 78 linear feet S8: Outlet Protection and Bank Stabilization 39 linear feet S9: Outlet Protection and Bank Stabilization 8 linear feet S10: Spillgate Removal (Temporary) 29 linear feet Note: Riprap to be set (buried) in stream channel 27 \ 676, sue" 00 Legend Impact Type Proposed Ditch F B3R ' 1111471 ® Fill Proposed Pipe o '" a��\\\ \�� \ �l " Permanent Stream Impact Proposed Edge of Pavement ®Temporary Stream Impact Proposed Curb o014 Wetland Proposed,_„ Sidewalk/Path . —dG Stream / r Proposed , / iii�'i \ ri Stormwater �i;%��% Proposed I \�\.0. Ri ra Structure Riprap �, •s.o Eve �� Proposed Silt Proposed T Fence Guardrail " Proposed G Cut Line Retaining Wall � 0 20 40 80 120 160 Fill Line `\ 1 Feet i ^°5 0 10 20 40 Feet � S9 0 DAVENPORT PROJECT BIRCH AND DUNCAN STREET ROADWAY IMPROVEMENTS CAMP LEJEUNE, NC TITLE SITE 5 - IMPACTS TO STREAM AND FIGURE 3722 Shipyard Boulevard, Suite E ONSLOW COUNTY WETLANDS 6 B JDBNO170815 DATE JUN 2020 Wilmington, North Carolina 28403 0