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HomeMy WebLinkAbout20230198 Ver 2_South Carter Industrial - Wetlands and Stream Impacts Plan and Sections_20240223l,\ °h > f (/11 1 / I 1 t T o ^\ �! \ l \ \ \ �-,A \ � l t sCA le n o\`\ rJ \t 0\`�\')1 1\\\�— Pr.�o �\ (1�� 1 / 1 J c ) t / 1 II(\ �11 11� 1� \ 1 ( ,\( !11\� \tl I\ \L``�O)I `I\1\l\III�U`r�'a ( �lJ Illlllrl\, )III I�( /� / \ �` `Z� - ,. •'J \\j II 111\ 1 �1 \ try �\ \ � �� J r.l � 1 \J J r� ? / f t)`\I1l l\ \ is I!I (Jl(�tsll � fl r)1 JIl�/Jfl (5111 C�•� l`I 11\7�\�� (l1y�S)�1r 1 � � '-• �` �`� `ao� ` _ o _ / ^ S� J \ ! i 51, ylll f 11(IJI7(II� IN\� yC t`` l I �1 (11(I l ✓ C\° 1 ` 5 a — _ r' r _ 1 1 (l \°f 1 �1111 `! 1\ !\Z / r✓ / I ) l 1\l\ 1 1) f--z 1)}(�51 ` \ ^— ,�- �/ S t'\ II 1\ �I114xv Ily IIIJ� r'\Illi1l!}11�\ky`/4/J�\� lllt\I�J II� �Ill/�11 1 A 1 �i�/j Ord1'1j f OR el III i j'''G' IMPACT 3 - STREAM (879 SF) NOTE: ALL CULVERTS TO BE INSTALLED IN THE DRY (DEWATERING). REFER TO PUMP AROUND DETAIL ON SHEET C1.6 Sheet List Table Sheet Number Sheet Title C1.0 OVERALL IMPACTS LOCATION PLAN C1.1 IMPACTS LOCATION PLAN (1, 2) C1.2 IMPACTS LOCATION PLAN (4,5) C1.3 IMPACTS LOCATION PLAN (3) C1.4 IMPACT CROSS SECTIONS (1, 2, 5) C1.5 IMPACT CROSS SECTIONS (3,4) C1.6 PUMP AROUND DETAIL r/ / 1, 1 F 1 \����(��� IMPACT 2 - STREAM (386 SF) `s� w\` \ �' IMPACT 1 - WETLAND (11,322 SF) \\l ��\1 k\\\\ � J�� IW l\\ �\ \lC\\ \j\r`'N-v �Ir llil !, IMPACT 4 - STREAM (485 SF) Yzi, \� IMPACT 5 - STREAM (201 SF) 4Ob` — 4_ _-���/ \ � � .'/!ate✓ ������i� J�(4(tl 1 !�f • r ����/,�- ,i MATCHLINE C1.1 MATCHLINE C1.2 l\ Iill kk'IIIf(C\� \��\V�`,�K/r�r�.,`�Jff/IS/t��J/�� eN(�\�� co SCALE 1 "=150' o NOR Q z 0 150' 300' PRELIMINARY- NOT RELEASED FOR CONSTRUCTION F- o� 0 0 0 0 �• • a 0 'AIL 0110412024 DRAWN BY J. YOKLEY J. YOKLEY CHECKED BY R. BAKER SCALE AS SHOWN E� $6 JOB NO. 41353.012 SHEET NO. ¢ Q c1. o s IMPACTS LEGEND W W W W W 4,W W W W W W W W W W W W W W W W W W W W W W W W W W W W W I � W W nW�%� +✓ W W W W`.✓!.y W W W W W �Y V�4 W W W W W W W W W W W W W W W W W W W 1 y ,3 'W YW yW YW YV� WYW yW YWy WYW YW YW yW YW yW YW YW YW YW yW YW yW YW YW YW YW yW YW yW YW YWY I I \ � l o o W W W W W W W W W/W W W W W W W EXISTING WETLANDS W W W W W W W W \ l E V STREAM W W WWWWWWWWWWWWWWWWWWWWWWWW�W WWWWWW WWWWWWWWWWWWW�O / \ PERMANENT eW W'V W'V W'V W W W W W W W W W W / WWW.yWWWW'V�'YW'VW'YW�'.yWWW 'Y•Y`y'1'.yWW�'.yWW�'`y'1'.y'�'`y'1'.yWW�'.yWW�'`y'1'.y'�'`y'1'.yW` " \ • `Y�W'Y W'YW'YW'YW'YW'YW / / / W I 0 Wru� � �i -� /W IV IV W W W W W W W W W W W W W W W W W W V �I• W W Z V' `Y W W W W W a� �M STREAM IMPACT W W W W W W W W W W W W W W W-�O W W W W /W W W W W (nyQ W W W W Y W W, W W W W >V 329 W W W X W W W W W k W W W OjV W W W W✓ W W W W W �Ji W W W W W `1�W W W�`Y W W `y W W W W W 1\� _ - LOD = d W; c PERMANENT LIMITS OF W W f W W W W W W✓ W W W W W/ 1L WSW W W S W WIW W W W W W W W W W W W W W W W W / (� �- W H✓ W W W W W W y� W W W W W W W W W W W W W �l W W W W W W W W W W W W W \W W W W eV W a W W `Y W W W �F W W `Y W W d/ W W W W W W W W W W W W W W W W W W W W W W W W W W _- n ¢ LL K F z WETLAND IMPACT DISTURBANCE (TYP.) W W W W W W W W /G Y W W W W W W W W W W W W W W W W W W Q W_Ve-1 < W W W W W W W W W NCDOT HEADWALL W W W W W W W W W W W W W W WL`1�W-v `Y W \ \ u' o z / / WW W'yWW`Y'y.y'YW'y.y •'- •- 'yW 'yWWW'y W'YW'y W'yWW WWW-Sr W W W�W'yWWW'y W'Y�W W'yW \ BAFFLES TO BE INSTALLED •W W W W W WL W W W W W W W W W W W \ \ _ `o ~ W U wo z \W W'YW 'YW'Y`Y'Y`Y'YJ6 W'y AT PIPE INLET W`e=z W W W'Y W'YW'YW'YW'YW'YW'YW'YW� 'YW'YW'YW'Y`V% 41Y W W W W —LOD W W W `�(/4� W W W W W � W `� W- � �Y W W .✓ W W lk W W W W W W W W/,(�`�W-� W W W W 'Y \..'-' /� WWW`V W LO D W W nW W'Y y✓ W W W W "� W-"Y WWWW W W W W W W W W W W W W W W W V W W W W W W W W IMPACT 1- WETLAND (11,322 SF) L W W W W 330 335 W W I WW W W W W W W W W W W W \ W WWWWW WWWWW W W W WW !O W W W 0 'Alt 01/04/2024 / W W W W W W W W� ✓ W W W W W W W W M1J C17� DRAM BY DRAM O W W W W W W W W W W W W W W J. YOKLEY DESIGNED BY J. YOKLEY - / W W W W W W W W W W W W -�- / • M- � / W W W � / W W W W W W W W W •' O W w W W �Y W W W W W W W W W / \ / W W W W •" W W W W W W W W / / •• CHECKED BY `� // n x0 --/ / 128 / I I . • R. BAKER SCALE AS SHOWN / / W W `Y W W W / / / - - - J I @ 5.32% - / % / / __ - 1'YI.,SC WW��1/(,/�3/ FLOODPLAIN CLASS IV RCP �� / —335' 823�6" �..i / / W W W W W W W W W x- W .i• -S � / / 333 r / / / / /330 J / / / / / 'V 329 W W 'YW'YW V x4j0 '1'W'1' W'Y •Y 'Q � / / LOD— O � N / W W W W W/.•. I / O� / / I / �+ ' W W V WWW Lo9% WW W / / I / ` (1•� Z /� U/ z Q W W W �� // I I I / I�/' 0 a a WWW�Wn"V�C� WWWW WW �V O .J"� / W LOn / IMPACT 2 - STREAM (386 SF) BAFFLES TO BE INSTALLED W WVW YWY WY OnO ��� ' /// / I \ `// _ - / //� AT PIPE OUTLET / ' 1W yW/W W W J 322 _ W �V W W •._W-yam. ..� ,� / / / I / _ v I ' - / / i / � J Lu ° O PROPERTY LINE (TYP.) WWWWW Xp0 _ — _ / / _ LOB r NCDOT HEADWALL 21'LX24"D DISSIPATION PAD M' \ SCALE 1 "=20' M co JOB No. 41353HEEL.012 NOTE: I I I 0 20' 40' I I ALL CULVERTS TO BE INSTALLED IN THE DRY (DEWATERING). ^ \ \ I No Cl.1 REFER TO PUMP AROUND DETAIL ON SHEET C1.6 I I I > PRELIMINARY- NOT RELEASED FOR CONSTRUCTION E. IMPACTS LEGEND STREAM I I PROPERTY LINE (TYP.) l PERMANENT \ I I \ ) I III I �o \ \ \ \� ` STREAM IMPACT 06 3 Flo \ \ \ I , \ , �, Y PERMANENT \ i I I "�� \ \i ) l l I' ii M ` l'i' �` I I I \\ �� \\ \ LL z 2 WETLAND IMPACT I I \ 1, co/ LIMITS OF DISTURBANCE (TYP.) �,'� \ \ \ \ ° g u a / \ \ v�� D ��"- \ \ \ / \ \ y Voz / / SOD i / \ \ \ .. rn o a \ \ \ l I LOD �>\\ �o MODIFIED NCDOT HE o \ \ \�, \ \ \ \ IIIIIIr1 308�- �/ I' �,� I \ w __ // I /\\ 7,=.._.. �.. _316 \ o I / \\ \\ \ �� \ \\ \\ �IIIf __-- 310 325�/ / 1315 1 \ ` \ \ \ 313 3j' 315 0:042024 DRAWN BY J. YOKLEY 317 \ \ \ \ -\ / ,� a \`\ l - / \ — I I I I 318 I _ _._ _\ -- 1 \ - \ \ \ \ �~ �Xo i, I I i / — \ 83 LF 42" CHANNEL CLASS IV RCP \\ _ DESIGNED BY J. YOKLEY 3� B / @ 1 .93 /o \� \ \ • CHECKED BY \\ \\ ' ' �'�� \ \ 1 lT \ • BAKER R.SCALE AS SHOWN \ \ \ 1 \ ) \ IMPACT 4 - STREAM (485 SF) IN \ i' I 318 -- \ IMPACT 5 - STREAM (201 SF) I : / \ 67 LF 42" FLOODPLAIN CLASS IV RCP __ 1 I I 3 18 / @ 4.03% 172 LF 42" CHANNEL CLASS IV RCP \ I \ 1 �-�_ �317 \\ a @ 1.38% 1 1 \ \ �- \ O I I \ 0 o \ 315 I\ \ a CIA 0 -- o a M I 315 I I \ \ ,l -7- I I I \ \ 310 I \ J — - \ 1 \ cp \\ \ \ \ \ \ \ \ \ \ \ \ (n < a Q J a \ 317 \ I I I I ' c \ I �o \\ \ \`-o, \ \ \ \ CLOD \ ` \ "�� 0 = z 1 V I 320 I I I I I I \ / I I M M M� \\ v IA A� v'A' \ \ �� I Z o H O I \ V A 322 ` I I I I 11 / ! I \ \ MODIFIED I NCDOT HEADWALL II' ' �O I \\ 1 \ \ W o O l 1 I \ \ \ 1 I 325 I I I I D U) \ \ �\ i I I I \\ 1\ ILO I ( ILOb 1 1 1 I I ii 1 \ a U U a \ I I LIMITS OF DISTURBANCE (TYP.) \ I I I 1 1 1 1 I I I 35 LX24 D DISSIPATION PAD PROPERTY LINE YP. ) I /\.,.� \ ` ' \\ \ I 1 \\ \ � 0 I I N ' ! M \ 1 1 1 ``' 1 , 1 I I' I I I I I I I I I I 1 \ o M (.%) \ \ co SCALE 1"=20' °o NORICE NO 41353.012 NOTE: I� l II II II IImo\\\ \ \\ \ 0 20' 40' z ALL CULVERTS TO BE INSTALLED IN THE DRY (DEWATERING). \ SHEET NO. REFER TO PUMP AROUND DETAIL ON SHEET C1.6 I I \ \ `\ \ \ `� ` PRELIMINARY- NOT RELEASED FOR CONSTRUCTION C1.2 , IMPACTS LEGEND \o I \ \295— < MODIFIED NCDOT HEADWALL 1300 LIMITS OF DISTURBANCE (TYP.) Q i N \ \ el I I 1 // \� _ \ Xp / / O / II I ` \\ I I� /' )I �9' \ 59 LF 60" CHANNEL CLASS IV RCP 'aI I / 1 / / / / ! J` _ _ @ 2.09% 18 M / /// I — 59 LF 60" FLOODPLAIN CLASS IV RCP cy 3.1 MODIFIED NCDOT HEADWALL \ r —305, \ \ \ \ \ \ / x � —307— _310J 3,70 NOTE: ALL CULVERTS TO BE INSTALLED IN THE DRY (DEWATERING). >1 \ REFER TO PUMP AROUND DETAIL ON SHEET C1.6 I\ 4Q. \ \\ \ cP \ 300 °o o� oz �° oa 10 \�59 LF 60" FLOODPLAIN CLASS IV RCP @ 1.36% \/ \ \ IMPACT 3 - STREAM (879 SF)o'All o 0110412024 /. / \ \ / \ \ ♦ \ DRAWN BY J. YOKLEY »>GGC \ DESIGNED BY / \ (i \ \ \ / \ • CHECKED BY R. BAKER \ V / \ \ �`� • SCALE \ \ \ \ / \ \ \ \ • AS SHOWN l � \O \ \ \ �'o z D T cr)\ \ \ \ H 0 L0 N\ / `92 F U ' (� O El \ N W o Jog w U) 50'LX36"D DISSIPATION PAD U r' PROPERTY LINE (TYP.) O = s2 \ LIMITS OF \ \ ' \ DISTURBANCE (TYP.) \ \ \\ \\ a< \ \ \ \ co a; SCALE 1 "=20' co Z < \ 0 ICE NO M I \ \ \ \ \ \ 0 20' 40' 41353.012 NO a \ \ \ \ \ \ \ SHEET PRELIMINARY - NOT RELEASED FOR CONSTRUCTION C13 s WETLAND IMPACT 1 START STREAM IMPACT 2 START 340 335 330 325 320 tsR __- ____-■ ul Immmmmmoml ■mmm mmmml ■������■ICI ■�������■ICI ■-_,_�. MF �� ■����� II J/■/ ■mI / TI %mmoml sir ,;� NMI ■ 1111111 STREAM IMPACT 2 END WETLAND IMPACT 1 END 340 335 EXISTING GROUND f33 INSTALL BAFFLES AT PIPE INLET CULVERT TO BE COUNTERSUNK 0.7' TO ALLOW FOR 325 HYDROLOGIC CONNECTIVITY AND AQUATIC LIFE MOVEMENT. 320 4 315 0 0 40 PROFILE SCALE 320 315 310 305 cam 041•". M I Aw Ell /- I�yil ' Ampg ....._._.. • ,CULVERT =�■�I TOCOUNTERSUNKMEM �AOug am, 01011► . • ■NI mmmmm■mi AM IMPACT 5 END 320 FINISHED GRADE 0 315 0 0 ao p o EX/STING GROUND a o 'AIL 0110412024 DRAWN BY J. YOKLEY 310 DESIGNED BY • J. YOKLEY CHECKED BY R. BAKER CULVERT TO BE . • SCALE COUNTERSUNK 0.7' TO • AS SHOWN ALLOW FOR • HYDROLOGIC • 305 CONNECTIVITY AND AQUATIC LIFECL MOVEMENT. a O J a u� N �6 300 4 ~ z J U) � u U O U L ; 0 � Lu � �r�r8 Z ° 295 0 00 0 40 z �CJU PROFILE SCALE U U F$ ¢ o` O - m I 10+00 10+50 11+00 11+50 11+75 10+00 10+50 11+00 11+58.21 vE 00 IMPACT 1, 2 PROFILE IMPACT 5 PROFILE E� al S_ HJ GBNOo 41353.012 0 SHEET NO. c C PRELIMINARY- NOT RELEASED FOR CONSTRUCTION ClA E STREAM IMPACT 3 START STREAM IMPACT 3 END �E Z" 310 310 w�ucc r� STREAM IMPACT 4 START FIN d LL N d ° " SHED FINISHED GRADE STREAM IMPACT 4 END LL p " �� F v ~ m z O z g u d w o w U RADE 320 320 305 305 a Z 5 0 w0 w 0 315 315 300 300 0 a o a 0 'All 0110412024 DRAWN BY J. YOKLEY DESIGNED BY J. YOKLEY • • CHECKED BY R. -- 310 310 295 295 . : • SCALE • AS SHOWN a EXISTING GROUND EXISTING GROUND EX/STING GROUND P EXISTING 6p^ R GROUND Y 305 305 290 Nk FINISHED --- 290 p� GRADE J O a 300 CULVERT TO BE COUNTERSUNK 0.7' TO 300 ALLOW FOR HYDROLOGIC 285 CONNECTIVITY AND AQUATIC LIFE MOVEMENT. 285 CULVERT TO BE z ( ) o < ino z U) z O w RIP 295 PAD I I 295 4 280 ION PAD COUNTERSUNK 1.0' TO ALLOW FOR HYDROLOGIC CONNECTIVITY AND AQUATIC LIFE MOVEMENT. 280 4 z O z W o w a U U) O U Q a RAP DISSIPATION RIP RAP DISSIPA M O O O 0-3M co co C6 M M O CO O M N N N O N M N N M N N O 0 0 10+00 10+50 11+00 1111+WM65 0 40 10+00 10+50 11+00 11+50 0 40 PROFILE SCALE PROFILE SCALE IMPACT 4 PROFILE IMPACT 3 PROFILE GB NO 41353.012 PRELIMINARY- NOT RELEASED FOR CONSTRUCTION SHEET NO. cl.s E �E U E = Z F L 3 3 w�ucc r� d 0 N p ti O 0 O F v u O ~ m u w U a ^ z wm O a ~ w O APPROVED SEDIMENT FILTERING w DEVICE (SEDIMENT FILTER BAG). w PROVIDE POSITIVE DRAINAGE FROM SEDIMENT FILTER BAG TO STREAM. STREAM DIVERSION PUMP PUMP ZONE 0 DISCHARGE HOSES 10 P o DISCHARGE ONTO INTAKE HOSE DEWATERING PUMP ACTIVE WORK ZONE a STABLE RIPRAP PAD P 250' MAX TO PREVENT SCOUR HOLE gADISCHARGE WITH STA LE OUTLET UTLET ROCK SILT SCREEN :.,:., ... REAM a a C p (NOTE 3) OR ON BEDR CK ORMPOOOLE o 0 'All FLONN 10 0110412024 FLOW SEDIMENT INTAKE HOSE SUMP -HOLE FOR POOL M DRAM BY DIKE CLEAN (12" TO 18" DEEP, 2-FT DIA.) SCR J. YOKLEY WATER DIKE DESIGNED B R M CHECKED BY R. BAKER .. F I,' WORK AREA LENGTH NOT TO EXCEED 5 \ I • _ 1 • SCALE THAT WHICH CAN BE COMPLETED IN ONE DAY INTAKE HOSE / • AS SHOWN III • DISCHARGE • HOSE DEWATERING • SEDIMENT PUMP FLOW AS NEEDE TEMPORARY PUMP AROUND SEQUENCE SPECIAL STILLING BASIN DIVERSION PUMP RAW PUMP 1. SET UP PUMP WITH SUCTION AND DISCHARGE HOSE. WITH ROCK PAD BASE FLOW 2. INSTALL UP -STREAM SANDBAG DAM. 3. INSTALL DOWN -STREAM SANDBAG DAM. Q 4. THE PUMP MUST RUN CONTINUOUSLY WHILE WORKING IN THE STREAM. NOTES: 5. STREAMBANKS MUST BE STABILIZED AT THE END OF EACH DAY. 1. WORK AREA TO BE STABILIZED AT THE END OF EACH WORK DAY. J 2. ROCK SILT SCREENS REQUIRED FOR PUMP O Q NOTES: AROUND OPERATIONS ARE CONSIDERED INCIDENTAL TO PUMPING. I --I 3. STABLE OUTLET TO CONSIST OF ROCK PLACED IN CHANNEL J 1. SANDBAG DIKES SHALL BE SITUATED AT THE UPSTREAM AND DOWNSTREAM ENDS OF THE WORK AREA, AND FOR ENERGY DISSIPATION AND 45° a z Q STREAM FLOW SHALL BE PUMPED AROUND THE WORK AREA. THE PUMP SHOULD DISCHARGE ONTO A STABLE ELBOW INSTALLATION AT THE END OF THE PIPING SO THAT w VELOCITY DISSIPATER CONSTRUCTED OF RIPRAP OR SANDBAGS. THE WATER DISCHARGES VERTICALLY UP IN THE AIR. THE OUTLET WILL BE APPROVED BY THE DESIGNER PRIOR TO PUMPING. ° I j 2. WATER FROM THE WORK AREA SHALL BE PUMPED TO A SEDIMENT FILTERING MEASURE SUCH AS A SEDIMENT BAG u p 0 OR OTHER APPROVED DEVICE. THE MEASURE SHALL BE LOCATED SUCH THAT THE WATER DRAINS BACK INTO THE °z CHANNEL BELOW THE DOWNSTREAM SANDBAG DIKE WITHOUT CAUSING FURTHER EROSION BETWEEN THE IZ-I SEDIMENT FILTER BAG AND THE STREAM BANK. r z O � LUp Q TYPICAL PUMP AROUND OPERATION w z TEMPORARY PUMP AROUND Q a U O V / JOB NO 41353.012 SHEET No. Cl.e PRELIMINARY- NOT RELEASED FOR CONSTRUCTION RS=149 Upstream (Culvert) 335 Legend 330 ■ Ground Ineff 325 Bank Sta 320 c 0 315 w 310 305 300 260 300 400 500 600 700 RS=149 Downstream (Culvert) 335 330 325 320 0 315 w 310 305 300 260 300 400 500 600 700 Station (ft) RS=267 Upstream (Culvert) 315 Legend ■ Ground 310 Ineff Bank Sta 305 c 300 a� w 295 290 285 360 400 500 600 700 RS=267 Downstream (Culvert) 315 310 e 305 0 300 AL a� w 295 290 285 300 400 500 600 700 Station (ft) RS=326.5 Upstream (Culvert) 340 Legend ■ Ground 335 Ineff Bank Sta 330 c 0 a� w 325 320 315 300 350 400 450 500 550 600 650 RS=326.5 Downstream (Culvert) 340 335 Z 330 c 0 w 325 320 315 300 350 400 450 500 550 600 650 Station (ft) c;ommastr O� 0 caud.6 �'+ ** i ♦� � * ■tom fc 'W1gz C-1 'iy N Impacts Table Impact ID Wetland (sq. ft) Stream (If) Stream (sq. ft) Impact Impact Impact Temporary Permanent Temporary Permanent Temporary Permanent 1 11,322 2 136 386 3 118 879 4 150 485 5 101 204 Total 0 sq ft 11,322 sq ft 0 If 505 If 0 sq ft 1,954 sq ft 0.00 ac 0.26 ac 1 0.00 ac 0.04 ac Legend Project Study Limits - 141.9 Acres Limits of Disturbance - 21 Acres Stream Impact Q Wetland Impact Permanent Stream Impact Culvert Perennial Stream (R3) ,M Intermittent Stream (R4) Ephemeral Stream (R6) Permanent Wetland Impact �] Palustrine Emergent (PEM) Wetland Palustrine Forested (PFO) Wetland Existing Topography Proposed Grading Proposed Ditches ---- Proposed Stormpipe Proposed RIPRAP ►2 171 C O OU 0 o M • O r • = u fn N O E tD � (C/ � W t�O o Z W E 8o� Lu L• � O U a ��w z o�~ m O 0 V)0 cc Q F_ � Q :z z J z0 LU 0(—) W = U w� J O = z F_ 0 U) DATE 10/25/2022 PROJECT NUMBER 41353.012 PROJECT NAME SOUTH CARTER INDUSTRIAL DESIGNED BY / DRAWN BY M.COOLEY 1. Waters of the U.S. within the project study limits have been located using submeter, Bluetooth GPS antennas by Timmons Group. 2. Waters of the U.S. have not been confirmed by the U.S. Army Corps of Engineers. 3. Project limits are approximate. 4. Topography based on USGS Li DAR. 5. Cowardin Stream Classifications are based on NC DWQ Stream Identification form version 4.11. ` � I These plans and associated documents are the exclusive property &TIMMONS GROUP and may not be reproduced in whole or in part and shall not be used for any purpose whatsoever, inclusive, but not limited to construction, bidding, and/or construction staking without the express written consent of TIMMONS GROUP. REVISIONS # MM/DD/YY DESCRIPTION 1 022224 Revised perupdated design. DRAWING DESCRIPTION FIGURE 7- PRELIMINARY JURISDICTIONAL WATERS OF THE U.S. IMPACTS MAP Sol 1 �l SCALE (FEET) aa�a 0 200 400 PLANS PRINTED AS 11X17 ARE HALF SCALE V SCALE SHEET NUMBER H:1 " = 200 ' 1 of 3 - South Carter Industrial Park\GIS\WTIM\41353.012-PERM-WTI M.mxd Ln lnmesce P� C lids es f '+ , ' i 10 �a . ras. u wa v N Impacts Table Impact ID Wetland (sq. ft) Stream (If) Stream (sq. ft) Impact Impact Impact Temporary Permanent Temporary Permanent Temporary Permanent 1 11,322 2 136 386 3 118 879 4 150 1 485 5 101 204 Total 0 sq ft 11,322 sq ft 0 If 505 If 0 sq ft 1,954 sq ft 0.00 ac 0.26 ac 0.00 ac 0.04 ac Legend Project Study Limits - 141.9 Acres Limits of Disturbance - 21 Acres Stream Impact © Wetland Impact Permanent Stream Impact Culvert Perennial Stream (R3) ,M Intermittent Stream (R4) Ephemeral Stream (R6) Permanent Wetland Impact �] Palustrine Emergent (PEM) Wetland Palustrine Forested (PFO) Wetland Existing Topography Proposed Grading Proposed Ditches Proposed Stormpipe Proposed RIPRAP ,OD 0 LOD es ■ rm �Q'1• o ■ ■ I solowag000 _ assolost mol SUN Iowa goo■/w./■wa■■� Loy LOD ./owLOD LOD slool LOD LOD ��■■es � ■■o/■�■'�''Is�//�- LOD LOD LOD LOD LOD LOD LOD � � � LOD /■�■■�■■�■■sow■ ■ LOD LOD ones I'llogl in _ LOD o - LOD LOD LOD LOD -OD LOD <p LOD _ _ — Got GO' � .4_ G■�■/ Got - G01 G01 n.es■■�■■�/■es■/es/nesmmas _ones■■_■■moll ■■es 600110111111■/es■■A" ■■ LOD LOD LOD LOD Go Got G01 G01 G01 GDP � GO, 001 _ G01 Got �CIO Got Gp1 o� Go1 � 0 G01 G01 0 I G01 001 r Gp1 Gp1 GO-1I o GO'l 1 I Got � 0 'o am 0 am I Sol I as I as r I sol I Sol am It ♦ I o r 0 : CIO,CIO,G01 o Got 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 a as loss a a Sol as am I moll I zoom a a as Isms as on as ♦a//es//es//es/■ C 0 O(� 7 O M IW • 11. = fnNO E 10 Yi0 (� W 0 �/ z W V) 0 O I= 00 O a W • 0X • Oco C O momms 0 PROJECT NAME & LOCATION J Q r <7 z z Z00/ < LU 0(—) I.V w U w� J0 = z F— O DATE 10/25/2022 PROJECT NUMBER 41353.012 PROJECT NAME SOUTH CARTER INDUSTRIAL DESIGNED BY/ DRAWN BY M.CCCLEY 1. Waters of the U.S. within the project study limits have been located using submeter, Bluetooth GPS antennas by Timmons Group. 2. Waters of the U.S. have not been confirmed by the U.S. Army Corps of Engineers. 3. Project limits are approximate. 4. Topography based on USGS Li DAR. 5. Cowardin Stream Classifications are based on NC DWQ Stream Identification form version 4.11. These plans and associated documents are the exclusive property ofTIMMONS GROUP and may not be reproduced in whole or in part and shall not be used for any purpose whatsoever, inclusive, but not limited to construction, bidding, and/or construction staking without the express written consent of TIMMONS GROUP. FIGURE 7: PRELIMINARY JURISDICTIONAL WATERS OF THE U.S. IMPACTS MAP 41 SCALE (FEET) OPLANS PRINTED AS 1 X17UO 17 ARE HALF SCALE - South Carter In H:1 "=40' 1 2of3 -W I IM.mx c;ommastr O� r� lea ' [:Uiie es f ♦♦ � * ■tom �' �f g C-1 'iy N —,, Impacts Table Impact ID Wetland (sq. ft) Stream (If) Stream (sq. ft) Impact Impact Impact Temporary Permanent Temporary Permanent Temporary Permanent 1 11,322 2 136 386 3 118 879 4 150 485 5 1 101 204 Total 0 sq ft 11,322 sq ft 0 If 505 If 0 sq ft 1,954 sq ft 0.00 ac 0.26 ac 0.00 ac 1 0.04 ac Legend Project Study Limits - 141.9 Acres Limits of Disturbance - 21 Acres Stream Impact Q Wetland Impact Permanent Stream Impact Culvert Perennial Stream (R3) Intermittent Stream (R4) Ephemeral Stream (R6) Permanent Wetland Impact �] Palustrine Emergent (PEM) Wetland Palustrine Forested (PFO) Wetland Existing Topography Proposed Grading Proposed Ditches Proposed Stormpipe Proposed RIPRAP j►j►j►j►j►j►j►—/�►% — \ , / VOID�0 VOID/ VOID 0 0 \ O Q`\\ `00 100 100 `00 100 � goo I I `100 01 Goy - Goy � Goy Go, — GOI _ GOI GOl GOI - Goy J� ° Go, / GOB � GOl �� GOl � GOl � GOl ._.._/._./_.._.._.._./_.■ OQ l �� / ♦♦ po 00 ♦♦i 0 0 � 01 / ,♦' U o♦' o° o ♦� v o° o° e °° oo ♦,e o° / oo .♦ O° ♦♦, d� e / �. oo ♦♦ ° ♦. o° po 40'. CL N 0 OU O o M • IW O r •= fn N o E • tJJ 5 > Z L W f6No E0 acc oE 0 • T L 00 r .2w O U Q z o f m • 0 0 o 0 PROJECT NAME & LOCATION J Q H Q z J z z0 LU 0U LLI U w� J 0 = z F 0 DATE 10/25/2022 PROJECT NUMBER 41353.012 PROJECT NAME SOUTH CARTER INDUSTRIAL DESIGNED BY / DRAWN BY M.COOLEY 1. Waters of the U.S. within the project study limits have been located using submeter, Bluetooth GPS antennas by Timmons Group. 2. Waters of the U.S. have not been confirmed by the U.S. Army Corps of Engineers. 3. Project limits are approximate. 4. Topography based on USGS Li DAR. 5. Cowardin Stream Classifications are based on NC DWQ Stream Identification form version 4.11. These plans and associated documents are the exclusive property ofTIMMONS GROUP and may not be reproduced in whole or in part and shall not be used for any purpose whatsoever, inclusive, but not limited to construction, bidding, and/or construction staking without the express written consent of TIMMONS GROUP. REVISIONS # MM/DD/YY DESCRIPTION 1 022224 Revised perupdated design. DRAWING DESCRIPTION FIGURE 7: PRELIMINARY JURISDICTIONAL WATERS OF THE U.S. IMPACTS MAP SCALE (FEET) OPLANS PRINTED AS 1 X17UO 17 ARE HALF SCALE - South Carter In 1-1:1 "=40' 1 3of3 -W I IM.mx