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Home My WebLink AboutData Gap Wells_HF Lee (Active)-dry, ;. I47 . 11 s � Oil � I i i , i - • • � / /�!�� / °moi / l - /.MVI VV -1 I UV m o° USE EXISTING DIRT ROAD VTr— - 4 DRILLER EQUIPMENT - L a � o� LAYDOWN AREA L. de o� o SM\�NF�Ei �� MW100S ACCESS ROAD 15 WIDE USE EXISTING POWER LINE ROW -- 0 0 ±17,599 FT OF IMPACTS DRILLER EQUIPMENT „o AMW-16BC,. _ LAYDOWN AREA .�i� ` ACCESS ROAD 15' WIDE 3 ----- � - - ---- 10 IN— ±50,286 FT OF IMPACTS MW -102S 90 MW -124S oe wl. o _ ' 1 MW -123S MW -103S' ` 5� ° � K TIMBER MAT STREAM a. oCROSSING ' CO3 C05 - $$ MW -122S _ MW 121S , � o ACCESS ROAD 15 WIDE ±58MW-104S r®Z,018 FTO F IMPACTS , MW -120S Ilk BEAVERDAM CREEK ACTIVE ASH BASIN 1 • `' 50' SETBACK ALONG ti. F MW -119S EACH SIDE OF CREEK ��.- 90 TYP• ff'" I •, USE EXISTING GRAVEL ROAD MW -105S II ,. '1 - MW -118S -f I , 70 .70 _ 1 r g0 ' A �MW-117S MW -116S SII CO3 C04 a • ` MW 06 y � m " - MW -114S - - %-� 1 , 00 0000� �o —�� MW -113S �, ,� C ROAD _. r _ -� _ _ ACCESS AD 15 WIDE ,.,. ' US ■ NEUSE RIV'', _, _ ----- ——_ p _.,_� ` 69 421 FT OF IMPACTS asm R L MW -200S MW -201S '� M MW -107S AMW-18S MW -112S _ _ 8 f11.�_ Li i' MW -202S AMW-18BC o LAY OF LAND � :� ` L A NPDES —,_\ OUTFALL 002 MW -203S �'' ao —- ----- *#40, -%,♦ %%**** Wills ACCESS ROAD 15 WIDE ±29,663 FT OF IM►� 04S MW -108S soft PACTS MW -2 1 Hill 5VER ACK ALONG **4bMW-110S a, EACH SIDE OF NEUSE I •�, RIVER �� - _�` ♦ PDES OUTFALL 001 - _ MW -1095 . z I � I 100 1„ Ly p, ll ol W LLI mr y �1r+v w n o 50' SETBACK ALONG EACH -1 a r11ArPfnr e%r—RAMN \/ 1 r%r% A TI/1\1 RVERSIDEOFNEUSE N O 7,(n z Q cn U LU W U U O N 1 N I 1 d N I Q 0 ui n4 1 2 d 1 I 1 C 1 W N o coa co o , I LO 0 N ± 5.16 ACRES (ACCESS ROAD IMPACTS) ± 1.95 ACRES (30 - 60-0 WELL AREAS) ± 7.11 ACRES TOTAL LAND DISTURBANCE /00lilil ago I T -LO O O w w p U)c) O LL 10� Y 0 z DW W U W >-Q U z 2 Q U O � z O Q m >_ Q a z � F--- Q LLI �p Co m Up O� Z Q W U z OQ U) CQ I_ � Wry ? Q00 o J° �_j z w } V J lY 0 WU >O J z J Q coLLI W p �W Q� W J Q 0 J a Q c~nw (D C) WO o W LL z zz 0 0 � � ~Q O W O�w 0z Q Q 0 W (n W � J W W I— � a- o w 00Y U� W a Q a Q Ln z 20 Q U 3: U) z 3: 0 II O J J LL1 LL I a� z SOURCES: 1. 2012 AERIAL PHOTOGRAPH OBTAINED FROM THE NRCS GEOSPATIAL DATA GATEWAY AT http://datagateway. nres. usda. gov/ 2. 2014 AERIAL PHOTOGRAPH WAS OBTAINED FROM WSP FLOWN ON APRIL 17, 2014. 3. PARCEL BOUNDARY WAS OBTAINED FROM WAYNE COUNTY GIS DATA AT http://www.waynegov.com/page/214 4. DRAWING HAS BEEN SET WITH A PROJECTION OF I' NORTH CAROLINA STATE PLANE COORDINATE SYSTEM FIPS 3200 (NAD 83). I 5. 2ft CONTOUR INTERVALS FROM NCDOT LIDAR DATED 2007 https://connect.ncdot.gov/resources/gis/pages/cont-elev_v2.aspx 6. LAY OF THE LAND AREA (LOLA) WAS BASED ON THE AUGUST 26, 2014 LETTER REPORT -STAGE I WORK BY GEOSYNTEC CONSULTANTS. m 7. WETLANDS AND STREAMS WERE DELINEATED BY AMEC FOSTER WHEELER OF CHARLOTTE, N.C. ON JUNE 1, 2014. NOTE: 1. CONTOUR LINES ARE USED FOR REPRESENTATIVE PURPOSES ONLY AND ARE NOT TO BE USED FOR DESIGN OR CONSTRUCTION PURPOSES. 1 NEUS Eh'/VEj� GRAPHIC SCALE 400 0 200 400 800 (IN FEET) rra 148 River Street, Suite 220 ,i Greenville, South Carolina 29601 864-421-9999 www.synterracorp.com DRAWN BY: N. DAVIS DATE: 2015-11-02 CHECKED BY: M. HUTCHINSON DATE: 2015-11-02 PROJECT MANAGER: J. MAHAN LAYOUT NAME: CO3-ACTIVE ASH BASIN DUKE ENERGY PROGRESS H.F. LEE ENERGY COMPLEX 1199 BLACK JACK CHURCH ROAD GOLDSBORO, NORTH CAROLINA EROSION AND SEDIMENT CONTROL PLAN FOR SUBSURFACE EXPLORATION EROSION CONTROL PLAN ACTIVE ASH BASIN AREA 1026.104.30 DRAWING SHEET REVISION C-03 3 OF 5 A — LLj . l LU 0 r PROJECTACCESS _- - /.MVI VV -1 I UV m o° USE EXISTING DIRT ROAD VTr— - 4 DRILLER EQUIPMENT - L a � o� LAYDOWN AREA L. de o� o SM\�NF�Ei �� MW100S ACCESS ROAD 15 WIDE USE EXISTING POWER LINE ROW -- 0 0 ±17,599 FT OF IMPACTS DRILLER EQUIPMENT „o AMW-16BC,. _ LAYDOWN AREA .�i� ` ACCESS ROAD 15' WIDE 3 ----- � - - ---- 10 IN— ±50,286 FT OF IMPACTS MW -102S 90 MW -124S oe wl. o _ ' 1 MW -123S MW -103S' ` 5� ° � K TIMBER MAT STREAM a. oCROSSING ' CO3 C05 - $$ MW -122S _ MW 121S , � o ACCESS ROAD 15 WIDE ±58MW-104S r®Z,018 FTO F IMPACTS , MW -120S Ilk BEAVERDAM CREEK ACTIVE ASH BASIN 1 • `' 50' SETBACK ALONG ti. F MW -119S EACH SIDE OF CREEK ��.- 90 TYP• ff'" I •, USE EXISTING GRAVEL ROAD MW -105S II ,. '1 - MW -118S -f I , 70 .70 _ 1 r g0 ' A �MW-117S MW -116S SII CO3 C04 a • ` MW 06 y � m " - MW -114S - - %-� 1 , 00 0000� �o —�� MW -113S �, ,� C ROAD _. r _ -� _ _ ACCESS AD 15 WIDE ,.,. ' US ■ NEUSE RIV'', _, _ ----- ——_ p _.,_� ` 69 421 FT OF IMPACTS asm R L MW -200S MW -201S '� M MW -107S AMW-18S MW -112S _ _ 8 f11.�_ Li i' MW -202S AMW-18BC o LAY OF LAND � :� ` L A NPDES —,_\ OUTFALL 002 MW -203S �'' ao —- ----- *#40, -%,♦ %%**** Wills ACCESS ROAD 15 WIDE ±29,663 FT OF IM►� 04S MW -108S soft PACTS MW -2 1 Hill 5VER ACK ALONG **4bMW-110S a, EACH SIDE OF NEUSE I •�, RIVER �� - _�` ♦ PDES OUTFALL 001 - _ MW -1095 . z I � I 100 1„ Ly p, ll ol W LLI mr y �1r+v w n o 50' SETBACK ALONG EACH -1 a r11ArPfnr e%r—RAMN \/ 1 r%r% A TI/1\1 RVERSIDEOFNEUSE N O 7,(n z Q cn U LU W U U O N 1 N I 1 d N I Q 0 ui n4 1 2 d 1 I 1 C 1 W N o coa co o , I LO 0 N ± 5.16 ACRES (ACCESS ROAD IMPACTS) ± 1.95 ACRES (30 - 60-0 WELL AREAS) ± 7.11 ACRES TOTAL LAND DISTURBANCE /00lilil ago I T -LO O O w w p U)c) O LL 10� Y 0 z DW W U W >-Q U z 2 Q U O � z O Q m >_ Q a z � F--- Q LLI �p Co m Up O� Z Q W U z OQ U) CQ I_ � Wry ? Q00 o J° �_j z w } V J lY 0 WU >O J z J Q coLLI W p �W Q� W J Q 0 J a Q c~nw (D C) WO o W LL z zz 0 0 � � ~Q O W O�w 0z Q Q 0 W (n W � J W W I— � a- o w 00Y U� W a Q a Q Ln z 20 Q U 3: U) z 3: 0 II O J J LL1 LL I a� z SOURCES: 1. 2012 AERIAL PHOTOGRAPH OBTAINED FROM THE NRCS GEOSPATIAL DATA GATEWAY AT http://datagateway. nres. usda. gov/ 2. 2014 AERIAL PHOTOGRAPH WAS OBTAINED FROM WSP FLOWN ON APRIL 17, 2014. 3. PARCEL BOUNDARY WAS OBTAINED FROM WAYNE COUNTY GIS DATA AT http://www.waynegov.com/page/214 4. DRAWING HAS BEEN SET WITH A PROJECTION OF I' NORTH CAROLINA STATE PLANE COORDINATE SYSTEM FIPS 3200 (NAD 83). I 5. 2ft CONTOUR INTERVALS FROM NCDOT LIDAR DATED 2007 https://connect.ncdot.gov/resources/gis/pages/cont-elev_v2.aspx 6. LAY OF THE LAND AREA (LOLA) WAS BASED ON THE AUGUST 26, 2014 LETTER REPORT -STAGE I WORK BY GEOSYNTEC CONSULTANTS. m 7. WETLANDS AND STREAMS WERE DELINEATED BY AMEC FOSTER WHEELER OF CHARLOTTE, N.C. ON JUNE 1, 2014. NOTE: 1. CONTOUR LINES ARE USED FOR REPRESENTATIVE PURPOSES ONLY AND ARE NOT TO BE USED FOR DESIGN OR CONSTRUCTION PURPOSES. 1 NEUS Eh'/VEj� GRAPHIC SCALE 400 0 200 400 800 (IN FEET) rra 148 River Street, Suite 220 ,i Greenville, South Carolina 29601 864-421-9999 www.synterracorp.com DRAWN BY: N. DAVIS DATE: 2015-11-02 CHECKED BY: M. HUTCHINSON DATE: 2015-11-02 PROJECT MANAGER: J. MAHAN LAYOUT NAME: CO3-ACTIVE ASH BASIN DUKE ENERGY PROGRESS H.F. LEE ENERGY COMPLEX 1199 BLACK JACK CHURCH ROAD GOLDSBORO, NORTH CAROLINA EROSION AND SEDIMENT CONTROL PLAN FOR SUBSURFACE EXPLORATION EROSION CONTROL PLAN ACTIVE ASH BASIN AREA 1026.104.30 DRAWING SHEET REVISION C-03 3 OF 5 A