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20250069 Ver 1_T-15 USACE 20250328 Revised Additonal Information Submittal_20250328
Enbridge Gas North Carolina 2020 Energy Drive Apex, North Carolina 27502 https://www.enbridgegas.com/enbridge-gas-nc March 28, 2025 U.S. Army Corps of Engineers Raleigh Regulatory Field Office 3331 Heritage Trade Drive, Suite 105 Wake Forest, North Carolina 27587 Attention: Richard G. "Dicky" Harmon USACE Project Manager Reference: Revised Additional Information EGNC T-015 Reliability Project Rockingham, Caswell, and Person Counties, North Carolina SAW-2024-01999 S&ME Project No. 23350597 Dear Mr. Harmon: ENBRIDGE Life Takes Energy Enbridge Gas North Carolina (EGNC) is pleased to provide the information related to the following item from your request for additional information (RFI) as stated in your February 14, 2025 e-mail correspondence. USACE: Project plans are not at a sufficient scale to determine the boundary between different impact types. Please provide detailed plan views for each stream and wetland crossing to clearly show the proposed temporary wetland and stream impacts, permanent stream and wetland crossing impacts, and permanent wetland conversion impacts. Differentiated hatching or shading on the plans for these impact types is recommended to clearly show the proposed impact footprints. EGNC: As requested, updated project plan sheets (Figures 1-177), along for each stream and wetland crossing at a 1" = 100' scale (Figures 178-280) are attached. The proposed temporary wetland and stream impacts, permanent stream and wetland crossing impacts, and permanent wetland conversion impacts are differentiated by shading and hatch pattern on the revised figures. Note that the updated exhibits also reflect: 1. Revisions to the proposed workspace to minimize impacts in several areas where practicable, per EGNC's original RFI response; 2. Additional minor adjustments to the proposed workspace, including several access roads and a laydown area; 3. A segment of the project near its western origin where workspace needed to be changed from the south side of the existing easement to the north, and; 4. Adjustment of several stream origin points as a result of our USACE field visits on March 4 and 6, 2025. The revised Pre -JD and Impact tables reflecting these amendments are also attached. Enbridge Gas North Carolina 2020 Energy Drive Apex, North Carolina 27502 https://www.enbridgegas.com/enbridge-gas-nc ENBRIDGE Life Takes Energy Lastly, we have also included an exhibit depicting the location where EGNC intends to withdrawal hydrostatic test water following installation of the pipeline. EGNC anticipates that a variable rate pump will be used to withdraw the water from the Dan River at the Draper Landing boat access point off NC Highway 700 (South Fieldcrest Road), approximately 1,500 feet north of the pipeline project kickoff location. A soft -sided hose will be placed on the ground surface along the shoulder of the access road to the boat ramp, and the intake will be placed in the river and monitored for any navigational hazards. An appropriately sized floating intake structure will be used to avoid entrapment and entrainment of aquatic organisms. Water will be withdrawn during the workday (approximately 10-hrs/day) at an estimated rate of 600 gallons/minute until the first valve section of the pipeline is full. We estimate that approximately 2.8 million gallons of test water will be required, and that the same water will then be used to test the remaining pipe sections. Once all hydrostatic testing is completed, the water will be discharged in an upland area using filter bags and other energy -dissipating devices to avoid erosion. We anticipate that you will provide this information to the US Fish and Wildlife Service as part of the informal coordination process. Thank you for your time and assistance with this project. Please contact Ernie Ladkani via telephone at 346.498.4637 or by e-mail at ernie.ladkani@enbridge.com at your earliest convenience if you have questions or need additional information. Sincerely, Ernie Ladkani Environmental Projects U.S. Sr. Environmental Advisor Enbridge Gas North Carolina Attachments: • Figure 1: Site Vicinity Exhibit • Figures 2-9: USGS Topographic Mapping • Figures 10-93: Potential Waters of the US / Aerial Photographs • Figures 94-177: Proposed Project Impacts • Figures 178-280: Impact Details (1" = 100' scale) • Updated Pre -JD Tables • Updated Impact Tables • Proposed Water Withdrawal Location Exhibit 2 Figure 1: Site Vicinity Exhibit Figures 2-9: USGS Topographic Mapping Figures 10-93: Potential Waters of the US / Aerial Photographs CHUMNEY LOOP 6 8 5 68 0 67 5 67 0 66 5 66 0 65 5 65 0 64 5 63 5 6 3 0 6 2 5 6 2 0 6 1 5 6 1 0 6 0 5 6 0 0 5 9 0 700 695 69 0 6 8 5 6 8 0 6 7 5 6 7 0 6 6 5 66 0 6 5 5 6 5 0 6 4 5 660 655 650 645 640 635 600 595 575 570 565 560 675 670 635 625 600 590 715 710 705 700 63 0 625 6 0 5 6 0 0 590 585 585 580 705 6 9 5 69 0 640 5 9 5 5 8 0 6 4 0 6 3 5 6 3 0 620 615 610 605 610 66 5 650 65067 0 635 63 0 595 71 0 705 705 685 680 675 630 620 57 5 SE E F I G . 1 1 SE E F I G . 1 3 RH - 0 1 0 RH-011 RH-013 RH-012 RH-015 RH-014 RH-016 RH-017 RH-019 RH-018 LEGEND JD REVIEW AREA ROAD CENTERLINES SCALE: DATE: PROJECT NUMBER FIGURE NO. T- 0 1 5 R E L I A B I L I T Y P R O J E C T RO C K I N G H A M , C A S W E L L A N D P E R S O N C O U N T I E S NO R T H C A R O L I N A Dr a w i n g P a t h : T : \ C h a r l o t t e - 1 3 5 0 \ P r o j e c t s \ 2 0 2 3 \ 2 3 3 5 0 5 9 7 _ D E N C _ P r o j e c t A m b e r \ C i v i l - G e o - E n v \ G I S \ W O R K I N G G I S D A T A \ P C N M a p s \ P C N M a p s F i n a l \ P C N M a p s C l e a n M a r c h 2 5 U p d a t e . a p r x p l o t t e d b y D H o m a n s o n 3 / 2 7 / 2 0 2 5 PO T E N T I A L W A T E R S O F T H E U . S . / A E R I A L P H O T O G R A P H S ³ * VALUE HAS CHANGED FROM ORIGINAL PJD SUBMITTAL ** FEATURE WAS ADDED SINCE ORIGINAL PJD SUBMITTAL REFERENCE: 2022 AERIAL PHOTOGRAPHS WERE OBTAINED FROM NC ONEMAP. TOPOGRAPHIC LINES WERE DERIVED FROM 2016 N.C. FLOOD MAPPING PROGRAM QL2 DATA. PARCEL AND ROAD CENTERLINE DATA WAS OBTAINED FROM ROCKINGHAM, CASWELL AND PERSON COUNTIES’ GIS WEB SITES 12/12/2023. PARCELS ARE LABELLED WITH PROJECT TRACT NUMBER, IN YELLOW. THIS MAP IS FOR INFORMATIONAL PURPOSES ONLY. ALL FEATURE LOCATIONS DISPLAYED ARE APPROXIMATED. THEY ARE NOT BASED ON CIVIL SURVEY INFORMATION, UNLESS STATED OTHERWISE. 23350597 1" = 200' 3/27/2025 12 0 200 400 (FEET) $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ WETLAND W0190.006 AC. OPEN WATER OW0010.131 AC.* WETLAND W0180.896 AC. STREAM S022(Wolf Island Creek)233 LF* STREAM S023212 LF 5 9 5 5 9 0 5 8 5 580 575 570 565 555 560 535 580 575 570 56 5 56 0 55 5 55 0 54 5 540 535 530 525 520 515 510 59 0 585 580 575 570 565 560 610 605 61 0 605 600 540 535 595 590 515 510 5 5 0 545 54 0 5 3 0 525 52 0 5 9 0 5 8 5 5 3 0 51 0 5 1 5 5 1 5 5 1 5 515 510 510 51 0 515 510 51 0 510 W018 W018-UP SE E F I G . 2 1 SE E F I G . 2 3 RH-053 RH-054 RH-055 LEGEND JD REVIEW AREA POTENTIAL NON-WETLAND TRIBUTARIES $POTENTIAL TRIBUTARY CENTERLINES POTENTIAL WETLAND POTENTIAL NON-WETLAND OPEN WATER REPRESENTATIVE DATA FORM LOCATIONS OFFSITE DELINEATED FEATURES CULVERT SCALE: DATE: PROJECT NUMBER FIGURE NO. T- 0 1 5 R E L I A B I L I T Y P R O J E C T RO C K I N G H A M , C A S W E L L A N D P E R S O N C O U N T I E S NO R T H C A R O L I N A Dr a w i n g P a t h : T : \ C h a r l o t t e - 1 3 5 0 \ P r o j e c t s \ 2 0 2 3 \ 2 3 3 5 0 5 9 7 _ D E N C _ P r o j e c t A m b e r \ C i v i l - G e o - E n v \ G I S \ W O R K I N G G I S D A T A \ P C N M a p s \ P C N M a p s F i n a l \ P C N M a p s C l e a n M a r c h 2 5 U p d a t e . a p r x p l o t t e d b y D H o m a n s o n 3 / 2 7 / 2 0 2 5 PO T E N T I A L W A T E R S O F T H E U . S . / A E R I A L P H O T O G R A P H S ³ * VALUE HAS CHANGED FROM ORIGINAL PJD SUBMITTAL ** FEATURE WAS ADDED SINCE ORIGINAL PJD SUBMITTAL REFERENCE: 2022 AERIAL PHOTOGRAPHS WERE OBTAINED FROM NC ONEMAP. TOPOGRAPHIC LINES WERE DERIVED FROM 2016 N.C. FLOOD MAPPING PROGRAM QL2 DATA. PARCEL AND ROAD CENTERLINE DATA WAS OBTAINED FROM ROCKINGHAM, CASWELL AND PERSON COUNTIES’ GIS WEB SITES 12/12/2023. PARCELS ARE LABELLED WITH PROJECT TRACT NUMBER, IN YELLOW. THIS MAP IS FOR INFORMATIONAL PURPOSES ONLY. ALL FEATURE LOCATIONS DISPLAYED ARE APPROXIMATED. THEY ARE NOT BASED ON CIVIL SURVEY INFORMATION, UNLESS STATED OTHERWISE. 23350597 1" = 200' 3/27/2025 22 0 200 400 (FEET) >! �• .?' o �IIII�I�I�IIII�I ' V ` rt�I �il�l Irl�lll 0000\*w III ��.�. �111 WETLAND W057 1 4f .1 SSS STREAM S065 /118 LF 1 I WETLAND W061 5g5 ru s 0.150 AC.* IJi �� STREAM S064 s q^� r. �5 s 1,227 LF*A' F 6 f WET WETLAND W058 0.011 AC W062 F'� '� • f y 0.022 AC. oo }�� ■« �� ` 4'��`� STREAM S067 h }r / WETLAND W060 I 60 LF 0.067 AC. STREAM S066 52 LF 1 � ir -.4t * VALUE HAS CHANGED FROM ORIGINAL PJD SUBMITTAL 0 200 400 ** FEATURE WAS ADDED SINCE ORIGINAL PJD SUBMITTAL T6iiiiOMMMMMMMM19 (FEET) REFERENCE: 2022 AERIAL PHOTOGRAPHS WERE OBTAINED FROM NC ONEMAP. TOPOGRAPHIC LINES WERE DERIVED FROM 2016 N.C. FLOOD MAPPING PROGRAM QL2 DATA. PARCEL AND ROAD CENTERLINE DATA WAS OBTAINED FROM ROCKINGHAM, CASWELL AND PERSON COUNTIES' GIS WEB SITES 12/12/2023. PARCELS ARE LABELLED WITH PROJECT TRACT NUMBER, IN YELLOW. THIS MAP IS FOR INFORMATIONAL PURPOSES ONLY. ALL FEATURE LOCATIONS DISPLAYED ARE APPROXIMATED. THEY ARE NOT BASED ON CIVIL SURVEY INFORMATION, UNLESS STATED OTHERWISE. ',a!' 171 WETLAND W063 0.112 AC. N III E F 4, ,zti opt_ h� WETLAND W0641- 0.119 AC. WETLAND W065 0.053 AC. w u / �Z u0 J / (n p0[ J Q JU Lu`n O < O ,t1 U Z o ��� STREAM 5068—r's6 W ~ _ 17 LF C7 rsso ``� sys. 0 all I� o e. aS r � � ✓-- ��� SSS rol r LEGEND Q JD REVIEW AREA OFFSITE DELINEATED FEATURES + POTENTIAL NON -WETLAND TRIBUTARIES ROAD CENTERLINES >-- POTENTIAL TRIBUTARY CENTERLINES PARCEL BOUNDARIES ® POTENTIAL WETLAND SCALE: 1 " = 200' DATE: 3/27/2025 PROJECT NUMBER 23350597 FIGURE NO 46 .0 LA Q60n 0% Ns kip A 6 0� VALUE HAS CHANGED FROM ORIGINAL PJD SUBMITTAL 0 200 400 ** FEATURE WAS ADDED SINCE ORIGINAL PJD SUBMITTAL T6iiiiOMMMMMMMM19 (FEET) REFERENCE: 2022 AERIAL PHOTOGRAPHS WERE OBTAINED FROM NC ONEMAP. TOPOGRAPHIC LINES WERE DERIVED FROM 2016 N.C. FLOOD MAPPING PROGRAM QL2 DATA. PARCEL AND ROAD CENTERLINE DATA WAS OBTAINED FROM ROCKINGHAM, CASWELL AND PERSON COUNTIES'GIS WEB SITES 12/12/2023. PARCELS ARE LABELLED WITH PROJECT TRACT NUMBER, IN YELLOW. THIS MAP IS FOR INFORMATIONAL PURPOSES ONLY. ALL FEATURE LOCATIONS DISPLAYED ARE APPROXIMATED. THEY ARE NOT BASED ON CIVIL SURVEY INFORMATION, UNLESS STATED OTHERWISE. , 0 . I , I . towray is L. j 1r, olm �pr. M in — 5, z ff 4'g u Z 1:4 0 STREAM S?83 - , o 12c� < 1,072 -S OC a, z NXIM01- --j T kj V. AA Z�101 ozs —j --j U < 3:Lu = Lu W-4 Ln z < lift 111 W4 Vol <& it u fif 4 SCALE: 1 200' LEGEND DATE: JD REVIEW AREA 3/27/2025 POTENTIAL NON -WETLAND TRIBUTARIES PROJECT NUMBER POTENTIAL TRIBUTARY CENTERLINES 23350597 t OFFSITE DELINEATED FEATURES FIGURE NO. ROAD CENTERLINES 52 PARCEL BOUNDARIES f t WETLAND W078 0.023 AC. STREAM 5085 230 WIN STREAM 5087 107 LF / WETLAND W079 /A 0.619 AC. STREAM S086I \ 307 LF t. A � L/ ram' V �►5' rn 45 � � 1 _ A1 M 0 o nj Q /011 vi i L y O } 1� f 'F * VALUE HAS CHANGED FROM ORIGINAL PJD SUBMITTAL 0 200 400 ' ** FEATURE WAS ADDED SINCE ORIGINAL PJD SUBMITTAL T6iiiiOMMMMMMMM19 (FEET) REFERENCE: 2022 AERIAL PHOTOGRAPHS WERE OBTAINED FROM NC ONEMAP. TOPOGRAPHIC LINES WERE DERIVED FROM 2016 N.C. FLOOD MAPPING PROGRAM QL2 DATA. PARCEL AND ROAD CENTERLINE DATA WAS OBTAINED FROM ROCKINGHAM, CASWELL AND PERSON COUNTIES' GIS WEB SITES 12/12/2023. PARCELS ARE LABELLED WITH PROJECT TRACT NUMBER, IN YELLOW. THIS MAP IS FOR INFORMATIONAL PURPOSES ONLY. ALL FEATURE LOCATIONS DISPLAYED ARE APPROXIMATED. THEY ARE NOT BASED ON CIVIL SURVEY INFORMATION, UNLESS STATED OTHERWISE. 1 t . 5�520/ 1', 465 450 IG r,l i N WETLAND WO80 0.051 AC.* STREAM S088 186 LF* N Lu Z D O u Z w N Q oOC a Z CL Q J Z � J Q Q op J u Q w = Lu crf o u z o� H Q I= V Z Y u O WETLAND WO80 0.051 AC.* STREAM S088 186 LF* N Lu Z D O u Z w N Q oOC a Z CL Q J Z � J Q Q op J u Q w = Lu crf o u z o� H Q I= V Z Y u O SCALE: 1 " = 200' LEGEND DATE: \JD REVIEW AREA 3/27/2025 s POTENTIAL NON -WETLAND TRIBUTARIES PROJECT NUMBER >- - POTENTIAL TRIBUTARY CENTERLINES 23350597 ® POTENTIAL WETLAND FIGURE NO. OFFSITE DELINEATED FEATURES 54 PARCEL BOUNDARIES 0 0 1 , j.jr c3. a 1. ! O 5 411 c�15 �10 Sin s � r .L i y 465 Ar i A { i . M f' i} • v9S. ' � j,A�� �11,;�.i.y• f �'�'E's t ,��• �� � ■ ��7r� s r 1. .�Esr� Dom * VALUE HAS CHANGED FROM ORIGINAL PJD SUBMITTAL o 200 aoo ** FEATURE WAS ADDED SINCE ORIGINAL PJD SUBMITTAL T6iiiiOMMMMMMMITT (FEET) r REFERENCE: 2022 AERIAL PHOTOGRAPHS WERE OBTAINED FROM NC ONEMAP. TOPOGRAPHIC LINES WERE DERIVED FROM 2016 N.C. FLOOD MAPPING PROGRAM QL2 DATA. PARCEL AND ROAD CENTERLINE DATA WAS OBTAINED FROM ROCKINGHAM, CASWELL AND PERSON COUNTIES' GIS WEB SITES 12/12/2023. PARCELS ARE LABELLED WITH PROJECT TRACT NUMBER, IN YELLOW. THIS MAP IS FOR INFORMATIONAL PURPOSES ONLY. ALL FEATURE LOCATIONS DISPLAYED ARE APPROXIMATED. THEY ARE NOT BASED ON CIVIL SURVEY INFORMATION, UNLESS STATED OTHERWISE. AI Sys: 1 ma's �. Y 3 r rr �r7 • .. :, .i li I V-291 ti ti TV WETLAND W081 .✓ ' "� y szs S 1`,11'• �l 0.104 AC. 4• � Y� .c rr O Ln w z O U �z w O �Q o�caz CL Q J Z � J Q Q op J U Q w = w 3: CC crfo L z o � � Q C7 Z U O ri� .ter �.-.•�. ��-�`— �:•� .�AS ids l.• �.A.y � .•.+ -. 1�►.+ SCALE: Sys ° .� r '�I �,• :�. , � 4j -'y� o�;+���"'. �� 1 ' 200' DATE: --- 3/27/2025 LEGEND PROJECT NUMBER '¢. Q JD REVIEW AREA OFFSITE DELINEATED FEATURES 23350597 POTENTIAL NON -WETLAND TRIBUTARIES ROAD CENTERLINES FIGURE NO. POTENTIAL TRIBUTARY CENTERLINES PARCEL BOUNDARIES ® 55 POTENTIAL WETLAND r g5„y ', STREAMS103 565 STREAM 57Lu 7 LF IFE J Fr o5. MIA i O N w H W O U Z w O W Eg in a z Q J zcrf Q U OJ-0 ,rsi = fit; .' Y > �.eri 5 J �"� j >r �.�—�— -- WETLAND W088 \.. 565 ` 9_ • 'oes 0.016 AC. ,� 6� "r r��"�'� W-4 Ln V Z � ll I 1 her 1��� SAo� „y � �.r,,''- ,, f _, so• L� Z V w O UNION=CHURCH=RD s9s� Sk � � � sus � � �` • ��`" � � °� � �� ��_ ����� ���y.-��� H STREAM 5104 152 ez 200' {.' ' x �` • �� * � ,. � 3 - A f �\��`` ���.�� /�'—.�,.�f ���..�-.. _ .. ��:_'o]� _ 3/27/2025 . , LEGEND PROJECT NUMBER * VALUE HAS CHANGED FROM ORIGINAL PJD SUBMITTAL o 200 400 ° ��' s� .�.;` ' JD REVIEW AREA OFFSITE DELINEATED FEATURES 23350597 ** FEATURE WAS ADDED SINCE ORIGINAL PJD SUBMITTAL T6iiiiOMMMMMMMM19 (FEET) y FIGURE NO. POTENTIAL NON -WETLAND TRIBUTARIES CULVERT REFERENCE: 2022 AERIAL PHOTOGRAPHS WERE OBTAINED FROM NC ONEMAP. TOPOGRAPHIC LINES WERE DERIVED FROM 2016 N.C. FLOOD MAPPING PROGRAM QL2 POTENTIAL TRIBUTARY CENTERLINES ROAD CENTERLINES DATA. PARCEL AND ROAD CENTERLINE DATA WAS OBTAINED FROM ROCKINGHAM, CASWELL AND PERSON COUNTIES' GIS WEB SITES 12/12/2023. PARCELS `O ARE LABELLED WITH PROJECT TRACT NUMBER, IN YELLOW. THIS MAP IS FOR INFORMATIONAL PURPOSES ONLY. ALL FEATURE LOCATIONS DISPLAYED ARE POTENTIAL WETLAND PARCEL BOUNDARIES V APPROXIMATED. THEY ARE NOT BASED ON CIVIL SURVEY INFORMATION, UNLESS STATED OTHERWISE. A WETLAND W124 0.072 AC. TM. STREAM S145 192 LF WETLAND W125 0.058 AC. WETLAND W126 0.138 AC. � � - � • . p ova WETLAND W129 j 0.028 AC.* WETLAND WSTREAM 5147 127 0.305 AC. - 372 LF S4S'�S9S �i7 �4 . STREAM S146 545 p� (Richland Creek) 211 LF �M t � * VALUE HAS CHANGED FROM ORIGINAL PJD SUBMITTAL o 200 400 -� ** FEATURE WAS ADDED SINCE ORIGINAL PJD SUBMITTAL (FEET) REFERENCE: 2022 AERIAL PHOTOGRAPHS WERE OBTAINED FROM NC ONEMAP. TOPOGRAPHIC LINES WERE DERIVED FROM 2016 N.C. FLOOD MAPPING PROGRAM QL2 y� DATA. PARCEL AND ROAD CENTERLINE DATA WAS OBTAINED FROM ROCKINGHAM, CASWELL AND PERSON COUNTIES' GIS WEB SITES 12/12/2023. PARCELS ARE LABELLED WITH PROJECT TRACT NUMBER, IN YELLOW. THIS MAP IS FOR INFORMATIONAL PURPOSES ONLY. ALL FEATURE LOCATIONS DISPLAYED ARE APPROXIMATED. THEY ARE NOT BASED ON CIVIL SURVEY INFORMATION, UNLESS STATED OTHERWISE. i0oo WETLAND W128 0.167 AC. N Lu Z D O u w Q Cr`' -Z a Q J Zcrf J Q Q m J u Q w = w crf Q O U-) u Z o � � Q I= V Z u O SCALE: 1 " = 200' LEGEND DATE: Q JD REVIEW AREA 3/27/2025 PROJECT NUMBER POTENTIAL NON -WETLAND TRIBUTARIES >- - POTENTIAL TRIBUTARY CENTERLINES 23350597 FIGURE NO. ® POTENTIAL WETLAND OFFSITE DELINEATED FEATURES ROAD CENTERLINES 79 y $ $ $ $ $ $ $ $ $ $ $ $ $ $ WETLAND W1300.013 AC. STREAM S148179 LF 61 0 6 0 5 6 0 0 5 9 5 5 9 0 58 5 58 0 57 0 5 6 5 5 6 0 5 5 5 590 585 580 585 580 575 570 565 555 550 5 7 5 550 59 0 5 5 5 55 0 54 5 5 9 0 590 5 8 0 580 580 570 55 0 545 SE E F I G . 7 9 SE E F I G . 8 1 PE-2-008 PE-2-010 PE-2-013 PE-2-012 PE-2-011 LEGEND JD REVIEW AREA POTENTIAL NON-WETLAND TRIBUTARIES $POTENTIAL TRIBUTARY CENTERLINES POTENTIAL WETLAND OFFSITE DELINEATED FEATURES CULVERT SCALE: DATE: PROJECT NUMBER FIGURE NO. T- 0 1 5 R E L I A B I L I T Y P R O J E C T RO C K I N G H A M , C A S W E L L A N D P E R S O N C O U N T I E S NO R T H C A R O L I N A Dr a w i n g P a t h : T : \ C h a r l o t t e - 1 3 5 0 \ P r o j e c t s \ 2 0 2 3 \ 2 3 3 5 0 5 9 7 _ D E N C _ P r o j e c t A m b e r \ C i v i l - G e o - E n v \ G I S \ W O R K I N G G I S D A T A \ P C N M a p s \ P C N M a p s F i n a l \ P C N M a p s C l e a n M a r c h 2 5 U p d a t e . a p r x p l o t t e d b y D H o m a n s o n 3 / 2 7 / 2 0 2 5 PO T E N T I A L W A T E R S O F T H E U . S . / A E R I A L P H O T O G R A P H S ³ * VALUE HAS CHANGED FROM ORIGINAL PJD SUBMITTAL ** FEATURE WAS ADDED SINCE ORIGINAL PJD SUBMITTAL REFERENCE: 2022 AERIAL PHOTOGRAPHS WERE OBTAINED FROM NC ONEMAP. TOPOGRAPHIC LINES WERE DERIVED FROM 2016 N.C. FLOOD MAPPING PROGRAM QL2 DATA. PARCEL AND ROAD CENTERLINE DATA WAS OBTAINED FROM ROCKINGHAM, CASWELL AND PERSON COUNTIES’ GIS WEB SITES 12/12/2023. PARCELS ARE LABELLED WITH PROJECT TRACT NUMBER, IN YELLOW. THIS MAP IS FOR INFORMATIONAL PURPOSES ONLY. ALL FEATURE LOCATIONS DISPLAYED ARE APPROXIMATED. THEY ARE NOT BASED ON CIVIL SURVEY INFORMATION, UNLESS STATED OTHERWISE. 23350597 1" = 200' 3/27/2025 80 0 200 400 (FEET) 6p0 ALI. LnI • , xr: 1 oo� h a� �IGF 9F r H 5• ' � o lit OVA �0�0 WIN I F o � i,, 1l111 * VALUE HAS CHANGED FROM ORIGINAL PJD SUBMITTAL 0 200 400 ** FEATURE WAS ADDED SINCE ORIGINAL PJD SUBMITTAL T6iiiiOMMMMMMMM19 (FEET) REFERENCE: 1 2022 AERIAL PHOTOGRAPHS WERE OBTAINED FROM NC ONEMAP. TOPOGRAPHIC LINES WERE DERIVED FROM 2016 N.C. FLOOD MAPPING PROGRAM QL2 DATA. PARCEL AND ROAD CENTERLINE DATA WAS OBTAINED FROM ROCKINGHAM, CASWELL AND PERSON COUNTIES' GIS WEB SITES 12/12/2023. PARCELS ARE LABELLED WITH PROJECT TRACT NUMBER, IN YELLOW. THIS MAP IS FOR INFORMATIONAL PURPOSES ONLY. ALL FEATURE LOCATIONS DISPLAYED ARE APPROXIMATED. THEY ARE NOT BASED ON CIVIL SURVEY INFORMATION, UNLESS STATED OTHERWISE. ot o SEE F . 3 S' +' ti+ a x LEGEND JD REVIEW AREA ROAD CENTERLINES PARCEL BOUNDARIES Ln w Z O U w N Q oOC a Z CL Q J Z � J Q Q op J U Q w = w � O �n V Z o � � Q l7 Z Y U O z W O SCALE: 1 " = 200' DATE: 3/27/2025 PROJECT NUMBER 23350597 FIGURE NO 92 art, lk- _ '� • �C�,�r"sy � a .0 .. �-�s5 - z '�• IyC:7 t .y - - .. -_ 7s � � - �' � �i_ -��. * �� .. .•`� �- ^'i • - j.� � - n`J�yC:^sue •� z � Sb o CA OLS3 w Ln cir a oc �.U w orf 555 J 4111 I 4j p o 520 5 0 w �0 �\ 495 A aa5 N . •�'i�, r ��2� �q o SCALE: iL ! SA by S s 1' — 200' 5o N o 00 ..� :ry.... , 4So DATE: 3/27/2025 �s 44p PROJECT NUMBER * VALUE HAS CHANGED FROM ORIGINAL PJD SUBMITTAL 0 200 400 23350597 ** FEATURE WAS ADDED SINCE ORIGINAL PJD SUBMITTAL T6iiiiOMMMMMMMITT (FEET) r -- -- -- -- -- -- -- • -• -. -• FIGURE NO. SEE FIG. 54 LEGEND REFERENCE: 2022 AERIAL PHOTOGRAPHS WERE OBTAINED FROM NC ONEMAP. TOPOGRAPHIC LINES WERE DERIVED FROM 2016 N.C. FLOOD MAPPING PROGRAM QL2 i Q JD REVIEW AREA DATA. PARCEL AND ROAD CENTERLINE DATA WAS OBTAINED FROM ROCKINGHAM, CASWELL AND PERSON COUNTIES' GIS WEB SITES 12/12/2023. PARCELS ARE LABELLED WITH PROJECT TRACT NUMBER, IN YELLOW. THIS MAP IS FOR INFORMATIONAL PURPOSES ONLY. ALL FEATURE LOCATIONS DISPLAYED ARE * PARCEL BOUNDARIES 93 APPROXIMATED. THEY ARE NOT BASED ON CIVIL SURVEY INFORMATION, UNLESS STATED OTHERWISE. i r Figures 94-177: Proposed Project Impacts WETLAND WO14 Avoided STREAM S015 1100 LF Temporary Impact I R�7 0 200 400 (FEET) REFERENCE: 2022 AERIAL PHOTOGRAPHS WERE OBTAINED FROM NC ONEMAP. TOPOGRAPHIC LINES WERE DERIVED FROM 2016 N.C. FLOOD MAPPING PROGRAM QL2 DATA. PARCEL AND ROAD CENTERLINE DATA WAS OBTAINED FROM ROCKINGHAM, CASWELL AND PERSON COUNTIES' GIS WEB SITES 12/12/2023. PARCELS ARE LABELLED WITH PROJECT TRACT NUMBER, IN YELLOW. THIS MAP IS FOR INFORMATIONAL PURPOSES ONLY. ALL FEATURE LOCATIONS DISPLAYED ARE APPROXIMATED. THEY ARE NOT BASED ON CIVIL SURVEY INFORMATION, UNLESS STATED OTHERWISE. j � 6�0 IRRrU-4%J ,` STREAM S017 51 LF Temporary Impact 20 LF Permanent Impact LEGEND LIMITS OF DISTURBANCE ® POTENTIAL WETLAND TEMPORARY STREAM IMPACTS ---- PROPOSED PIPELINE: TRENCHED INSTALLATION OFFSITE DELINEATED FEATURES ® NEW 20-FOOT PERMANENT STREAM CROSSING ---- EXISTING PIPELINE 0 EXISTING CLEARED EASEMENT TEMPORARY WETLAND IMPACTS >- - POTENTIAL TRIBUTARY CENTERLINES PARCEL BOUNDARIES Li Ln w U O wO ,N � °az CL J ti J Q � O m J U Q w w � oC Q o' Q O cw `nuz Q +� Q O :4 Z 4 4 U O SCALE: 1 " = 200' DATE: 3/28/2025 PROJECT NUMBER 23350597 FIGURE NO 103 to 60S O� J I 6851 / ��,�" •�.�• �LF AM 5031 8porary Impact \ 0 200 400 (FEET) REFERENCE: 2022 AERIAL PHOTOGRAPHS WERE OBTAINED FROM NC ONEMAP. TOPOGRAPHIC LINES WERE DERIVED FROM 2016 N.C. FLOOD MAPPING PROGRAM QL2 DATA. PARCEL AND ROAD CENTERLINE DATA WAS OBTAINED FROM ROCKINGHAM, CASWELL AND PERSON COUNTIES' GIS WEB SITES 12/12/2023. PARCELS ARE LABELLED WITH PROJECT TRACT NUMBER, IN YELLOW. THIS MAP IS FOR INFORMATIONAL PURPOSES ONLY. ALL FEATURE LOCATIONS DISPLAYED ARE APPROXIMATED. THEY ARE NOT BASED ON CIVIL SURVEY INFORMATION, UNLESS STATED OTHERWISE. 29 0.158 a ETLAND W0 c. TemporImpact j Qw Z.!.♦♦ \ i \ WETLAND W030 0.037 ac. Temporary Impact STREAM S032 128 LF Temporary Impact \ J /mil 605 ♦ SOS 00 cb LEGEND LIMITS OF DISTURBANCE ® POTENTIAL WETLAND ---- PROPOSED PIPELINE: TRENCHED INSTALLATION OFFSITE DELINEATED FEATURES ---- EXISTING PIPELINE EXISTING CLEARED EASEMENT ) - - POTENTIAL TRIBUTARY CENTERLINES PARCEL BOUNDARIES TEMPORARY STREAM IMPACTS TEMPORARY WETLAND IMPACTS Ln Lu Cn Z U O U wO N Q [7- ciC a Z CL J ti J Q � O m U Q w w Q orf Q O C!J � V z O Q O 4 Z 4 4 U O rr SCALE: 1 " = 200' DATE: 3/28/2025 PROJECT NUMBER 23350597 113 � 59 huh 560 a ---" _I =�:� _ 400 (FEET) REFERENCE: 2022 AERIAL PHOTOGRAPHS WERE OBTAINED FROM NC ONEMAP. TOPOGRAPHIC LINES WERE DERIVED FROM 2016 N.C. FLOOD MAPPING PROGRAM QL2 DATA. PARCEL AND ROAD CENTERLINE DATA WAS OBTAINED FROM ROCKINGHAM, CASWELL AND PERSON COUNTIES' GIS WEB SITES 12/12/2023. PARCELS ARE LABELLED WITH PROJECT TRACT NUMBER, IN YELLOW. THIS MAP IS FOR INFORMATIONAL PURPOSES ONLY. ALL FEATURE LOCATIONS DISPLAYED ARE APPROXIMATED. THEY ARE NOT BASED ON CIVIL SURVEY INFORMATION, UNLESS STATED OTHERWISE. �505/ 'sss. STREAM S034 77 LF Temporary Impact 20 LF Permanent Impact lb� �cb 5"15 LEGEND LIMITS OF DISTURBANCE >- - POTENTIAL TRIBUTARY CENTERLINES PARCEL BOUNDARIES ---- PROPOSED PIPELINE: TRENCHED INSTALLATION OFFSITE DELINEATED FEATURES TEMPORARY STREAM IMPACTS ---- EXISTING PIPELINE 0 EXISTING CLEARED EASEMENT ® NEW 20-FOOT PERMANENT STREAM CROSSING SCALE: 1 " = 200' DATE: 3/28/2025 PROJECT NUMBER 23350597 115 U WI O 065 `� V 1 \ i--565� t 0 200 400 (FEET) REFERENCE: 2022 AERIAL PHOTOGRAPHS WERE OBTAINED FROM NC ONEMAP. TOPOGRAPHIC LINES WERE DERIVED FROM 2016 N.C. FLOOD MAPPING PROGRAM QL2 DATA. PARCEL AND ROAD CENTERLINE DATA WAS OBTAINED FROM ROCKINGHAM, CASWELL AND PERSON COUNTIES' GIS WEB SITES 12/12/2023. PARCELS ARE LABELLED WITH PROJECT TRACT NUMBER, IN YELLOW. THIS MAP IS FOR INFORMATIONAL PURPOSES ONLY. ALL FEATURE LOCATIONS DISPLAYED ARE APPROXIMATED. THEY ARE NOT BASED ON CIVIL SURVEY INFORMATION, UNLESS STATED OTHERWISE. �i� VV[I LAIVU VVV3D 0.005 ac. Permanent Conversion 0.046 ac. Temporary Impact i STREAM S039 161 LF Temporary Impact Yf WETLAND W037 0.016 ac. Temporary Impact STREAM SO40 ,., ,_„ 566 LF Temporary Impact WETLAND W036 0.027 ac. Temporary Impact �—a-'t=d= I I I I I I i I FDA f r; h STREAM SO41 67 LF Temporary Impact 20 LF Permanent Impact _ All 0 �7•S,S. s' O �So f s S, LEGEND L,_, l LIMITS OF DISTURBANCE OFFSITE DELINEATED FEATURES ® NEW 20-FOOT PERMANENT STREAM CROSSING ---- PROPOSED PIPELINE: TRENCHED INSTALLATION 0 EXISTING CLEARED EASEMENT PERMANENT WETLAND CONVERSION 42 ---- EXISTING PIPELINE 0 NEW PERMANENT EASEMENTS TEMPORARY WETLAND IMPACTS >- - POTENTIAL TRIBUTARY CENTERLINES PARCEL BOUNDARIES ® POTENTIAL WETLAND TEMPORARY STREAM IMPACTS I I Ln Lu Cn z O U O Q [� oOc a z CL J ti J Q � m J U Q w w �C Q CrfQO C!J Ln U z +� Q Or/ F�1 Z U O SCALE: 1 " = 200' DATE: 3/28/2025 PROJECT NUMBER 23350597 FIGURE NO 119 I I I I I WETLAND W046.1 Avoided o� l f"-OL5 STREAM SO49 1144 LF Temporary Impact 0 200 400 (FEET) REFERENCE: 2022 AERIAL PHOTOGRAPHS WERE OBTAINED FROM NC ONEMAP. TOPOGRAPHIC LINES WERE DERIVED FROM 2016 N.C. FLOOD MAPPING PROGRAM QL2 DATA. PARCEL ■' AND ROAD CENTERLINE DATA WAS OBTAINED FROM ROCKINGHAM, CASWELL AND PERSON COUNTIES' GIS WEB SITES 12/12/2023. PARCELS ARE LABELLED WITH PROJECT TRACT NUMBER, IN YELLOW. THIS MAP IS FOR INFORMATIONAL PURPOSES ONLY. ALL FEATURE LOCATIONS DISPLAYED ARE APPROXIMATED. THEY ARE NOT BASED ON CIVIL SURVEY INFORMATION, UNLESS STATED OTHERWISE. o� \\ems 550 J STREAM S050 �J 134 LF Temporary Impact • 20 LF Permanent Impact LEGEND LIMITS OF DISTURBANCE © POTENTIAL WETLAND PROPOSED PIPELINE: TRENCHED INSTALLATION OFFSITE DELINEATED FEATURES ---- EXISTING PIPELINE EXISTING CLEARED EASEMENT >— — POTENTIAL TRIBUTARY CENTERLINES 0 NEW PERMANENT EASEMENTS "--f- - cL PARCEL BOUNDARIES TEMPORARY STREAM IMPACTS ® NEW 20—FOOT PERMANENT STREAM CROSSING SCALE: 1 " = 200' DATE: 3/28/2025 PROJECT NUMBER 23350597 9101104111 123 0 200 R � w sos v 'soo 495� 400 (FEET) l REFERENCE: 2022 AERIAL PHOTOGRAPHS WERE OBTAINED FROM NC ONEMAP. TOPOGRAPHIC LINES WERE DERIVED FROM 2016 N.C. FLOOD MAPPING PROGRAM QL2 DATA. PARCEL AND ROAD CENTERLINE DATA WAS OBTAINED FROM ROCKINGHAM, CASWELL AND PERSON COUNTIES' GIS WEB SITES 12/12/2023. PARCELS ARE LABELLED WITH PROJECT _ TRACT NUMBER, IN YELLOW. THIS MAP IS FOR INFORMATIONAL PURPOSES ONLY. ALL 4p FEATURE LOCATIONS DISPLAYED ARE APPROXIMATED. THEY ARE NOT BASED ON CIVIL SURVEY INFORMATION, UNLESS STATED OTHERWISE. _ 1 _ 11 mom mig LEGEND LIMITS OF DISTURBANCE ---- EXISTING PIPELINE PROPOSED PIPELINE: TRENCHED INSTALLATION EXISTING CLEARED EASEMENT PARCEL BOUNDARIES V) LJ.J z U O U v O w N H a z J Q < 0 Q W � W Qcr Q O `n U Z p �< o z U O SCALE: 1 " = 200' DATE: 3/28/2025 PROJECT NUMBER 23350597 126 - �� AL, i 85 . jv 1 "�:•i w °°0 '•tom . �-~ 1 •�� 16. f' sz9 OE9 0 200 400 (FEET) REFERENCE: 2022 AERIAL PHOTOGRAPHS WERE OBTAINED FROM NC ONEMAP. TOPOGRAPHIC LINES WERE DERIVED FROM 2016 N.C. FLOOD MAPPING PROGRAM QL2 DATA. PARCEL AND ROAD CENTERLINE DATA WAS OBTAINED FROM ROCKINGHAM, CASWELL AND PERSON COUNTIES' GIS WEB SITES 12/12/2023. PARCELS ARE LABELLED WITH PROJECT TRACT NUMBER, IN YELLOW. THIS MAP IS FOR INFORMATIONAL PURPOSES ONLY. ALL FEATURE LOCATIONS DISPLAYED ARE APPROXIMATED. THEY ARE NOT BASED ON CIVIL SURVEY INFORMATION, UNLESS STATED OTHERWISE. +r- �•�•�•�• STREAM S064 �.�• 219 LF Temporary Impact �•�• 20 LF Permanent Impact / • `` ������ •`•�•� WETLAND W057 •�• 0.074 ac. Temporary Impact � � M STREAM S063 'w (North Fork Rattlesnake Creek) 96 LF Temporary Impact �' •�. N Lu U O u N Q [7- cir a Z CL J ti J Q � O m J U Q w Q LuLo' 0 cW u,uz Q O 4 z 4 4 U O o' ° SCALE: 1 " = 200' DATE: J 3/28/2025 LEGEND PROJECT NUMBER LIMITS OF DISTURBANCE ® POTENTIAL WETLAND TEMPORARY STREAM IMPACTS 23350597 ---- PROPOSED PIPELINE: TRENCHED INSTALLATION OFFSITE DELINEATED FEATURES ® NEW 20-FOOT PERMANENT STREAM CROSSING FIGURE NO. ---- EXISTING PIPELINE 0 EXISTING CLEARED EASEMENT TEMPORARY WETLAND IMPACTS 129 >- - POTENTIAL TRIBUTARY CENTERLINES PARCEL BOUNDARIES Impact mpact 77 WETLAND W059 0.038 ac. Temporary Impact ■ WETLAND W061 0.150 ac. Temporary Impact N STREAM 5067 60 LF Temporary Impact r` WETLAND W062 0.011 ac. Temporary Impact _-�_ —�� •������ /�J �J����-�-i _ice `'`7l • •�•� Sef/ WETLAND W063 ' 0.001 ac. Permanent Conversion ••� 0.066 ac. Temporary Impact rr-� riv w/�irw� OZ9• � 11 0 200 400 (FEET) REFERENCE: 2022 AERIAL PHOTOGRAPHS WERE OBTAINED FROM NC ONEMAP. TOPOGRAPHIC LINES WERE DERIVED FROM 2016 N.C. FLOOD MAPPING PROGRAM QL2 DATA. PARCEL AND ROAD CENTERLINE DATA WAS OBTAINED FROM ROCKINGHAM, CASWELL AND PERSON COUNTIES' GIS WEB SITES 12/12/2023. PARCELS ARE LABELLED WITH PROJECT TRACT NUMBER, IN YELLOW. THIS MAP IS FOR INFORMATIONAL PURPOSES ONLY. ALL FEATURE LOCATIONS DISPLAYED ARE APPROXIMATED. THEY ARE NOT BASED ON CIVIL SURVEY INFORMATION, UNLESS STATED OTHERWISE. C�055 x WETLAND W064 0.119 ac. Temporary Impact WETLAND W065 0.018 ac. Permanent Conversion 0.036 ac. Temporary Impact STREAM S068 17 LF Temporary Impact 0SS�V LEGEND LIMITS OF DISTURBANCE OFFSITE DELINEATED FEATURES ® NEW 20-FOOT PERMANENT STREAM CROSSING ---- PROPOSED PIPELINE: TRENCHED INSTALLATION 0 EXISTING CLEARED EASEMENT PERMANENT WETLAND CONVERSION ---- EXISTING PIPELINE 0 NEW PERMANENT EASEMENTS TEMPORARY WETLAND IMPACTS >— — POTENTIAL TRIBUTARY CENTERLINES PARCEL BOUNDARIES ® POTENTIAL WETLAND TEMPORARY STREAM IMPACTS Ln w Cn Z O w Ln Q o [� ic a Z CL J ti J Q < m J U Q w w Q �QO cW u,UZ C^)� ~ Q I� O U O SCALE: 1 " = 200' DATE: 3/28/2025 PROJECT NUMBER 23350597 FIGURE NO 130 LM y-5�o Z•. ssn Q S40 S3S -1 S30 , - �525 I / I f 1/ I r1 70 -495� � 1pJ•� 0 200 400 (FEET) REFERENCE: 2022 AERIAL PHOTOGRAPHS WERE OBTAINED FROM NC ONEMAP. TOPOGRAPHIC LINES WERE DERIVED FROM 2016 N.C. FLOOD MAPPING PROGRAM QL2 DATA. PARCEL AND ROAD CENTERLINE DATA WAS OBTAINED FROM ROCKINGHAM, CASWELL AND PERSON COUNTIES' GIS WEB SITES 12/12/2023. PARCELS ARE LABELLED WITH PROJECT TRACT NUMBER, IN YELLOW. THIS MAP IS FOR INFORMATIONAL PURPOSES ONLY. ALL FEATURE LOCATIONS DISPLAYED ARE APPROXIMATED. THEY ARE NOT BASED ON CIVIL SURVEY INFORMATION, UNLESS STATED OTHERWISE. STREAM S083 194 LF Temporary Impact 20 LF Permanent Impact ,�o F. ri � t ,! ke A 1 LEGEND LIMITS OF DISTURBANCE ® ABOVE -GROUND FEATURES ---- PROPOSED PIPELINE: TRENCHED INSTALLATION >- - POTENTIAL TRIBUTARY CENTERLINES • • • • PROPOSED PIPELINE: HDD OFFSITE DELINEATED FEATURES ---- EXISTING PIPELINE 0 EXISTING CLEARED EASEMENT Ln w v� z o � wo Q [� cir a Z CL J ti J Q � O m U � Q w w �C QorfQ O cW u,Uz O �Q 0A../ F�1 z 4 4 U O ��5 ✓ ` . • SCALE: • 1 " = 200' 3/28/2025 PROJECT NUMBER PARCEL BOUNDARIES 23350597 TEMPORARY STREAM IMPACTS FIGURE NO. ® NEW 20-FOOT PERMANENT STREAM CROSSING 136 r Odd 460 A Olb \ 1.1 450 i WETLAND W078 0.023 ac. Temporary Impact 200 400 (FEET) STREAM S08S 102 LF Temporary Impact 20 LF Permanent Impact ZiA STREAM S086 188 LF Temporary Impact 20 LF Permanent Impact REFERENCE: 2022 AERIAL PHOTOGRAPHS WERE OBTAINED FROM NC ONEMAP. TOPOGRAPHIC LINES WERE DERIVED FROM 2016 N.C. FLOOD MAPPING PROGRAM QL2 DATA. PARCEL AND ROAD CENTERLINE DATA WAS OBTAINED FROM ROCKINGHAM, CASWELL AND PERSON COUNTIES' GIS WEB SITES 12/12/2023. PARCELS ARE LABELLED WITH PROJECT TRACT NUMBER, IN YELLOW. THIS MAP IS FOR INFORMATIONAL PURPOSES ONLY. ALL FEATURE LOCATIONS DISPLAYED ARE APPROXIMATED. THEY ARE NOT BASED ON CIVIL SURVEY INFORMATION, UNLESS STATED OTHERWISE. 51�Szp/ sus WETLAND W079 0.385 ac. Temporary Impact LEGEND LIMITS OF DISTURBANCE ® POTENTIAL WETLAND ---- PROPOSED PIPELINE: TRENCHED INSTALLATION OFFSITE DELINEATED FEATURES ---- EXISTING PIPELINE 0 EXISTING CLEARED EASEMENT >- - POTENTIAL TRIBUTARY CENTERLINES PARCEL BOUNDARIES Y J \530/ 525 520 � 51 WETLAND W080 0.024 ac. Temporary Impact STREAM S088 73 LF Temporary Impact 20 LF Permanent Impact TEMPORARY STREAM IMPACTS ® NEW 20-FOOT PERMANENT STREAM CROSSING TEMPORARY WETLAND IMPACTS 07 w H wO O°c�Q [7- oc a z CL J ti J Q � O m J U Q w Q L�� 0 cW `nUz Q O 4 z P-4 !�z V O o' SCALE: 1 " = 200' DATE: 3/28/2025 PROJECT NUMBER 23350597 9[ell]1a041 0 200 400 (FEET) REFERENCE: 2022 AERIAL PHOTOGRAPHS WERE OBTAINED FROM NC ONEMAP. TOPOGRAPHIC LINES WERE DERIVED FROM 2016 N.C. FLOOD MAPPING PROGRAM QL2 DATA. PARCEL AND ROAD CENTERLINE DATA WAS OBTAINED FROM ROCKINGHAM, CASWELL AND PERSON COUNTIES' GIS WEB SITES 12/12/2023. PARCELS ARE LABELLED WITH PROJECT TRACT NUMBER, IN YELLOW. THIS MAP IS FOR INFORMATIONAL PURPOSES ONLY. ALL FEATURE LOCATIONS DISPLAYED ARE APPROXIMATED. THEY ARE NOT BASED ON CIVIL SURVEY INFORMATION, UNLESS STATED OTHERWISE. ♦ STREAM S096 '� ♦��� Avoided WETLAND W082 I 0.044 ac. STREAM S097 103 LF Temporary Impact 20 LF Permanent Impact SZS OEI SES WETLAND W084 0.078 ac. Temporary Impact STREAM S098 138 LF Temporary Impact 20 LF Permanent Impact WETLAND W085 0.011 ac. Temporary Impact —490 Lu ` 0£S .W % ry o � Vi N . . ' LEGEND Plot LIMITS OF DISTURBANCE ® POTENTIAL WETLAND TEMPORARY STREAM IMPACTS ---- PROPOSED PIPELINE: TRENCHED INSTALLATION OFFSITE DELINEATED FEATURES ® NEW 20-FOOT PERMANENT STREAM CROSSING ---- EXISTING PIPELINE 0 EXISTING CLEARED EASEMENT TEMPORARY WETLAND IMPACTS >- - POTENTIAL TRIBUTARY CENTERLINES PARCEL BOUNDARIES N Lu Z O U W O �Q oOc a Z CL J ZCrf J Q Q op J U Q w = w orf O �n V Z o � � Q l7 Z U O SCALE: 1 " = 200' DATE: 3/28/2025 PROJECT NUMBER 23350597 500 WETLAND W086 Avoided 0 200 400 (FEET) REFERENCE: 2022 AERIAL PHOTOGRAPHS WERE OBTAINED FROM NC ONEMAP. TOPOGRAPHIC LINES WERE DERIVED FROM 2016 N.C. FLOOD MAPPING PROGRAM QL2 DATA. PARCEL AND ROAD CENTERLINE DATA WAS OBTAINED FROM ROCKINGHAM, CASWELL AND PERSON COUNTIES' GIS WEB SITES 12/12/2023. PARCELS ARE LABELLED WITH PROJECT TRACT NUMBER, IN YELLOW. THIS MAP IS FOR INFORMATIONAL PURPOSES ONLY. ALL FEATURE LOCATIONS DISPLAYED ARE APPROXIMATED. THEY ARE NOT BASED ON CIVIL SURVEY INFORMATION, UNLESS STATED OTHERWISE. .k1k .- l STREAM S100 214 LF Temporary Impact _ / 45 �+":;• il;� 1.-. 0 5c ��SSb� A I I % ♦♦: �` ��j STREAM S101 99 LF Temporary Impact •fir :;�� t , ; � L lei LEGEND LIMITS OF DISTURBANCE ® POTENTIAL WETLAND ---- PROPOSED PIPELINE: TRENCHED INSTALLATION OFFSITE DELINEATED FEATURES ---- EXISTING PIPELINE EXISTING CLEARED EASEMENT ) — — POTENTIAL TRIBUTARY CENTERLINES PARCEL BOUNDARIES �525 I� �• ,. _.595 c TEMPORARY STREAM IMPACTS TEMPORARY WETLAND IMPACTS SCALE: 1 " = 200' DATE: 3/28/2025 PROJECT NUMBER 23350597 r 5 ' �♦ I S85 � ♦ 5g0 Mw I � STREAM 5102 lit, �� •�. 174 LF Temporary Impact 56s. e'= rr `555y ,,, ``�♦ ♦'•, 'SAS w • UNION=CHURCH=RD= a. a 0 200 400 (FEET) REFERENCE: 2022 AERIAL PHOTOGRAPHS WERE OBTAINED FROM NC ONEMAP. TOPOGRAPHIC LINES WERE DERIVED FROM 2016 N.C. FLOOD MAPPING PROGRAM QL2 DATA. PARCEL AND ROAD CENTERLINE DATA WAS OBTAINED FROM ROCKINGHAM, CASWELL AND PERSON COUNTIES' GIS WEB SITES 12/12/2023. PARCELS ARE LABELLED WITH PROJECT TRACT NUMBER, IN YELLOW. THIS MAP IS FOR INFORMATIONAL PURPOSES ONLY. ALL FEATURE LOCATIONS DISPLAYED ARE APPROXIMATED. THEY ARE NOT BASED ON CIVIL SURVEY INFORMATION, UNLESS STATED OTHERWISE. 595 S6S �; �� ,���• ,� ,_ems � «, �1 0 WETLAND W088 0.016 ac. Temporary Impact STREAM S104 96 LF Temporary Impact LEGEND _,_, LIMITS OF DISTURBANCE ® POTENTIAL WETLAND ---- PROPOSED PIPELINE: TRENCHED INSTALLATION OFFSITE DELINEATED FEATURES ---- EXISTING PIPELINE EXISTING CLEARED EASEMENT ) - POTENTIAL TRIBUTARY CENTERLINES PARCEL BOUNDARIES 1 sL TEMPORARY STREAM IMPACTS TEMPORARY WETLAND IMPACTS Ln w Cn Z U O U wO Ln F--i Cf� Q [� oC a Z CL J ti J Q � O m J U Q w cu L oC Q CrfQO C!J U z Q +� Q O (3 :^Z r-4 !�z U O SCALE: 1 " = 200' DATE: 3/28/2025 PROJECT NUMBER 23350597 FIGURE NO 144 560� �s9s o<s b 10 0 200 400 (FEET) REFERENCE: 2022 AERIAL PHOTOGRAPHS WERE OBTAINED FROM NC ONEMAP. TOPOGRAPHIC LINES WERE DERIVED FROM 2016 N.C. FLOOD MAPPING PROGRAM QL2 DATA. PARCEL AND ROAD CENTERLINE DATA WAS OBTAINED FROM ROCKINGHAM, CASWELL AND PERSON COUNTIES' GIS WEB SITES 12/12/2023. PARCELS ARE LABELLED WITH PROJECT TRACT NUMBER, IN YELLOW. THIS MAP IS FOR INFORMATIONAL PURPOSES ONLY. ALL FEATURE LOCATIONS DISPLAYED ARE APPROXIMATED. THEY ARE NOT BASED ON CIVIL SURVEY INFORMATION, UNLESS STATED OTHERWISE. o�s7C4sso / ^ 545 1 STREAM S108 87 LF Temporary Impact 20 LF Permanent Impact WETLAND W089 �,,, 0.171 ac. Temporary Impact LEGEND LIMITS OF DISTURBANCE ® POTENTIAL WETLAND TEMPORARY STREAM IMPACTS ---- PROPOSED PIPELINE: TRENCHED INSTALLATION OFFSITE DELINEATED FEATURES ® NEW 20-FOOT PERMANENT STREAM CROSSING ---- EXISTING PIPELINE 0 EXISTING CLEARED EASEMENT TEMPORARY WETLAND IMPACTS >- - POTENTIAL TRIBUTARY CENTERLINES PARCEL BOUNDARIES Ln w z D O u w � Q 0[ CL Z CL Q J Z � J Q Q op J V Q w = w Crf u Z o � � Q l7 Z u O SCALE: 1 " = 200' DATE: 3/28/2025 PROJECT NUMBER 23350597 145 s r 200 400 (FEET) REFERENCE: 2022 AERIAL PHOTOGRAPHS WERE OBTAINED FROM NC ONEMAP. TOPOGRAPHIC LINES WERE DERIVED FROM 2016 N.C. FLOOD MAPPING PROGRAM QL2 DATA. PARCEL AND ROAD CENTERLINE DATA WAS OBTAINED FROM ROCKINGHAM, CASWELL AND PERSON COUNTIES' GIS WEB SITES 12/12/2023. PARCELS ARE LABELLED WITH PROJECT TRACT NUMBER, IN YELLOW. THIS MAP IS FOR INFORMATIONAL PURPOSES ONLY. ALL FEATURE LOCATIONS DISPLAYED ARE APPROXIMATED. THEY ARE NOT BASED ON CIVIL SURVEY INFORMATION, UNLESS STATED OTHERWISE. 605 i..xt, aX WETLAND W095 0,048 ac. Temporary Impact r VP WETLAND W097 0.421 ac. Temporary Impact N iLL W IW 1A LEGEND = LIMITS OF DISTURBANCE ® ABOVE -GROUND FEATURES 0 EXISTING CLEARED EASEMENT ---- PROPOSED PIPELINE: TRENCHED INSTALLATION ® CEMETERIES PARCEL BOUNDARIES ---- EXISTING PIPELINE ® POTENTIAL WETLAND TEMPORARY WETLAND IMPACTS Ln w U o wO N [� cir a Z CL J ti J Q � m J U Q w w �C Q CrfQO C!J U Z O Q�I O (j 4 Z Y U O SCALE: 1 " = 200' DATE: 3/28/2025 PROJECT NUMBER 23350597 150 4 ry 1525 / � I STREAM 5135 4/n\160LF Temporary Impact , 0 200 400 (FEET) REFERENCE: 2022 AERIAL PHOTOGRAPHS WERE OBTAINED FROM NC ONEMAP. TOPOGRAPHIC LINES WERE DERIVED FROM 2016 N.C. FLOOD MAPPING PROGRAM QL2 DATA. PARCEL AND ROAD CENTERLINE DATA WAS OBTAINED FROM ROCKINGHAM, CASWELL AND PERSON COUNTIES' GIS WEB SITES 12/12/2023. PARCELS ARE LABELLED WITH PROJECT TRACT NUMBER, IN YELLOW. THIS MAP IS FOR INFORMATIONAL PURPOSES ONLY. ALL FEATURE LOCATIONS DISPLAYED ARE APPROXIMATED. THEY ARE NOT BASED ON CIVIL SURVEY INFORMATION, UNLESS STATED OTHERWISE. WETLAND W712 0.012 ac. Temporary Impact STREAM S136 44 LF Temporary Impact WETLAND W114 0.031 ac. Temporary Impact WETLAND W113 _ 0.021 ac. Temporary Impact m �l � o� - ++ � SCALE: .r h` 1 - 200' �;• ''�' �1 :•�!4 ' � � RS DATE: � I 0 S0 Ln Lu u o wo Q a z CL J ti J Q � m J U Q w w �C QCrfQ O cw `nUz +� Q O :4 z 4 4 U O 3/28/2025 DDIllrlT III I1,1QCD LEGEND 23350597 LIMITS OF DISTURBANCE >-- POTENTIAL TRIBUTARY CENTERLINES 0 EXISTING CLEARED EASEMENT FIGURE NO. ---- PROPOSED PIPELINE: TRENCHED INSTALLATION ® POTENTIAL WETLAND TEMPORARY STREAM IMPACTS 157 ---- EXISTING PIPELINE OFFSITE DELINEATED FEATURES TEMPORARY WETLAND IMPACTS Ow r � \ p - y71` +,ate 7„ I - � I Pgape Way Goo 600595 �5605 g5"J RE 615 r.y Lu 67 i U O 605 + WETLAND W121 0.017 ac. Temporary Impact o _ WETLAND W122 I U O # Avoided �5' STREAM S144 w N 5 -- p Lu Q l71 105 LF Temporary Impact _ +�a Z ——•——'—•— —•—'—�_•_ _ ILL. —•--- — —•—• ---'---' ...... — u } p O •� �+. O Z Q Q L J U ILu S$5 ----- --- ---- - ---- - - - -- -- — — — --------- - -ilk--- �"� W -------------------------------- ----- ---- — — — — — — - -- orf(n --- --- 747 - 065 7 s6 STREAM S142 .1y O o : rr 'r STREAM 5141 s 188 LF Temporary Impact +� Q U 252 LF Temporary Impact y Q 600 I tw - s8o Z 009 U S6S 0 i I T 560 01 .� .� 00 I _ SCALE: DATE: 0 200 400 I 3/28/2025 (FEET) PROJECT NUMBER REFERENCE: LEGEND 23350597 2022 AERIAL PHOTOGRAPHS WERE OBTAINED FROM NC ONEMAP. TOPOGRAPHIC -•-D FIGURE NO. LINES WERE DERIVED FROM 2016 N.C. FLOOD MAPPING PROGRAM QL2 DATA. PARCEL LIMITS OF DISTURBANCE ®POTENTIAL WETLAND TEMPORARY STREAM IMPACTS AND ROAD CENTERLINE DATA WAS OBTAINED FROM ROCKINGHAM, CASWELL AND PERSON COUNTIES'GIS WEB SITES 12/12/2023. PARCELS ARE LABELLED WITH PROJECT ---- PROPOSED PIPELINE: TRENCHED INSTALLATION OFFSITE DELINEATED FEATURES PERMANENT WETLAND CONVERSION 162 TRACT NUMBER, IN YELLOW. THIS MAP IS FOR INFORMATIONAL PURPOSES ONLY. ALL FEATURE LOCATIONS DISPLAYED ARE APPROXIMATED. THEY ARE NOT BASED ON CIVIL >-- POTENTIAL TRIBUTARY CENTERLINES 0 NEW PERMANENT EASEMENTS TEMPORARY WETLAND IMPACTS SURVEY INFORMATION, UNLESS STATED OTHERWISE. r os WETLAND W124 0.027 ac. Permanent Conversion 0.024 ac. Temporary Impact �-------.-•--- 200 400 (FEET) REFERENCE: 2022 AERIAL PHOTOGRAPHS WERE OBTAINED FROM NC ONEMAP. TOPOGRAPHIC LINES WERE DERIVED FROM 2016 N.C. FLOOD MAPPING PROGRAM QL2 DATA. PARCEL AND ROAD CENTERLINE DATA WAS OBTAINED FROM ROCKINGHAM, CASWELL AND PERSON COUNTIES' GIS WEB SITES 12/12/2023. PARCELS ARE LABELLED WITH PROJECT TRACT NUMBER, IN YELLOW. THIS MAP IS FOR INFORMATIONAL PURPOSES ONLY. ALL FEATURE LOCATIONS DISPLAYED ARE APPROXIMATED. THEY ARE NOT BASED ON CIVIL SURVEY INFORMATION, UNLESS STATED OTHERWISE. WETLAND W125 0.007 ac. Temporary Impact WETLAND W127 STREAM S145 0.248 ac. Temporary Impact 116 LF Temporary Impact r---- ..... ------------------- WETLAND W126 0.138 ac. Permanent Conversion PE�2-U08 0�5 p55 �555 WETLAND W129 0.028 ac. Temporary Impact STREAM S147 326 LF Temporary Impact f WETLAND W128 0.160 ac. Permanent Conversion 0.008 ac. Temporary Impact '0 STREAM S146 \ ( Richland Creek) No impacts - trenchless installation/ temporary bridge vehicular crossing 5ji5 5� oss o�� V� 0 �Opl , y LEGEND LIMITS OF DISTURBANCE ® POTENTIAL WETLAND ---- PROPOSED PIPELINE: TRENCHED INSTALLATION OFFSITE DELINEATED FEATURES PROPOSED PIPELINE: CONVENTIONAL BORE 0 NEW PERMANENT EASEMENTS >- - POTENTIAL TRIBUTARY CENTERLINES TEMPORARY STREAM IMPACTS I I I I Ln LU U O U U O I r-i 0 � Q [� oOC a Z CL J 0-' O J Q � mJU awl Q orf uu �W U-)U Z N O Q O U O PERMANENT WETLAND CONVERSION TEMPORARY WETLAND IMPACTS SCALE: 1 " = 200' DATE: 3/28/2025 PROJECT NUMBER 23350597 163 i F I � 0 q 0-1 , ,♦ a-. - s I i 00 00 i Q65 �I % OPEN WATER OW003 0.029 ac. Temporary Impact lLL. I009 W�� -------�------------ --------102.-Jtf - I ------------------ 1. i 509 —60o I � 595 I I I 595 �590 '4 aQ P6-`3-099 I 44 0 200 400 (FEET) i 4 REFERENCE: 2022 AERIAL PHOTOGRAPHS WERE OBTAINED FROM NC ONEMAP. TOPOGRAPHIC LINES WERE DERIVED FROM 2016 N.C. FLOOD MAPPING PROGRAM QL2 DATA. PARCEL AND ROAD CENTERLINE DATA WAS OBTAINED FROM ROCKINGHAM, CASWELL AND PERSON COUNTIES' GIS WEB SITES 12/12/2023. PARCELS ARE LABELLED WITH PROJECT TRACT NUMBER, IN YELLOW. THIS MAP IS FOR INFORMATIONAL PURPOSES ONLY. ALL FEATURE LOCATIONS DISPLAYED ARE APPROXIMATED. THEY ARE NOT BASED ON CIVIL SURVEY INFORMATION, UNLESS STATED OTHERWISE. Rev ...... 7-i -- ---- i- ------------- WETLAND W131 0.066 ac. Permanent Conversion 0.061 ac. Temporary Impact /600 W LEGEND LIMITS OF DISTURBANCE Q POTENTIAL NON -WETLAND OPEN WATER TEMPORARY WETLAND IMPACTS ---- PROPOSED PIPELINE: TRENCHED INSTALLATION NEW PERMANENT EASEMENTS ® POTENTIAL WETLAND F PERMANENT WETLAND CONVERSION w_ H U O wO Q [� Cr a Z CL J ti J Q � O m J U Q w w � Q Crf Q O cw `nuz p �< O 4 Z 4 4 U O SCALE: 1 " = 200' DATE: 3/28/2025 PROJECT NUMBER 23350597 FIGURE NO 165 aSb _ 09b /�SSb f 015� �5 / w� 0J .QI X0 V �•% S6S S60 1 / —545 535 7 5 0 200 400 (FEET) REFERENCE: 2022 AERIAL PHOTOGRAPHS WERE OBTAINED FROM NC ONEMAP. TOPOGRAPHIC LINES WERE DERIVED FROM 2016 N.C. FLOOD MAPPING PROGRAM QL2 DATA. PARCEL AND ROAD CENTERLINE DATA WAS OBTAINED FROM ROCKINGHAM, CASWELL AND PERSON COUNTIES' GIS WEB SITES 12/12/2023. PARCELS ARE LABELLED WITH PROJECT TRACT NUMBER, IN YELLOW. THIS MAP IS FOR INFORMATIONAL PURPOSES ONLY. ALL FEATURE LOCATIONS DISPLAYED ARE APPROXIMATED. THEY ARE NOT BASED ON CIVIL SURVEY INFORMATION, UNLESS STATED OTHERWISE. S3S 7S LEGEND LIMITS OF DISTURBANCE PARCEL BOUNDARIES V) w z U O U v O w Ln H a z � J Q < m J U J Q Lu w Q Q O `n U z O C?Q O z U O SCALE: 1 " = 200' DATE: 3/28/2025 PROJECT NUMBER 23350597 177 Figures 178-280: Impact Details (1" = 100' scale) Updated Pre -JD Tables SUMMARY OF STREAM FEATURES WITHIN REVIEW AREA EGNC T-015 RELIABILITY PROJECT 5001 23.5 Intermittent UT to Dan River 638 36.493382 -79.678733 30101030901 Town Creek -Dan River 10 2 5002 22.5 Intermittent UT to Dan River 207 36.494131 -79.678709 30101030901 Town Creek -Dan River 10 2 5003 22.5 Intermittent UT to Dan River 251 36.492728 -79.674761 30101030901 Town Creek -Dan River 10 2 5004 34 Perennial UT to Dan River 244 36.492530 -79.672267 30101030901 Town Creek -Dan River 10 2 5005 38.5 Perennial UT to Dan River 174 36.492183 -79.667546 30101030901 Town Creek -Dan River 11 2 5006 24 Intermittent UT to Dan River 161 36.489795 -79.651748 30101030901 Town Creek -Dan River 13 2 5007 27 Intermittent UT to Dan River 125 36.489144 -79.647874 30101030901 Town Creek -Dan River 13 2 5008 33.5 Perennial UT to Dan River 268 36.489041 -79.647482 30101030901 Town Creek -Dan River 13 2 5009 28 Intermittent UT to Birch Fork 57 36.485618 -79.624967 30101030905 Lower Wolf Island Creek 15 2 solo 33.5 Perennial Birch Fork 183 36.485381 -79.624921 30101030905 Lower Wolf Island Creek 15 2 soil 28.5 Intermittent UT to Birch Fork 171 36.484759 -79.618182 30101030905 Lower Wolf Island Creek 16 2 5012 28 Intermittent UT to Birch Fork 222 1 36.484175 -79.613168 30101030905 Lower Wolf Island Creek 17 2 5013 26 Intermittent UT to Birch Fork 178 36.483382 -79.608129 30101030905 Lower Wolf Island Creek 17 2 5014 22 Intermittent UT to Birch Fork 178 36.482055 -79.602169 30101030905 Lower Wolf Island Creek 18 2 5015 22 Intermittent UT to Lovelace Creek 170 36.480040 -79.594182 30101030905 Lower Wolf Island Creek 19 2 5017 24 Intermittent UT to Lovelace Creek 71 36.477769 -79.587317 30101030905 Lower Wolf Island Creek 19 2 5018 38 Perennial UT to Lovelace Creek 246 36.476371 -79.582384 30101030905 Lower Wolf Island Creek 20 3 5019 34 Perennial UT to Lovelace Creek 280 36.475420 -79.576768 30101030905 Lower Wolf Island Creek 20 3 5020 19 Intermittent UT to Lovelace Creek 47 36.475598 -79.576777 30101030905 Lower Wolf Island Creek 20 3 5021 24 Intermittent UT to Lovelace Creek 98 36.474813 -79.571005 30101030905 Lower Wolf Island Creek 21 3 5022 25 Intermittent Wolf Island Creek 233 36.474965 -79.563021 30101030905 Lower Wolf Island Creek 22 3 5023 25 Intermittent UT to Wolf Island Creek 212 36.473902 -79.559477 30101030905 Lower Wolf Island Creek 22 3 5024 24.5 Intermittent UT to Wolf Island Creek 104 36.472045 -79.550777 30101030905 Lower Wolf Island Creek 23 3 5024.1 30.5 Perennial UT to Wolf Island Creek 284 36.471722 -79.549089 30101030905 Lower Wolf Island Creek 23 3 5025 31.5 Perennial UT to Wolf Island Creek 205 36.471609 -79.546911 30101030905 Lower Wolf Island Creek 24 3 5026 25 Intermittent UT to Wolf Island Creek 153 36.467952 -79.533261 30101030905 Lower Wolf Island Creek 25 3 5027 31.5 Perennial UT to Wolf Island Creek 523 36.467523 -79.532202 30101030905 Lower Wolf Island Creek 25 3 5028 38.5 Perennial UT to Hogans Creek 357 36.463403 -79.524836 30101040105 Lower Hogans Creek 26 3 5029 37 Perennial UT to Hogans Creek 219 36.463638 -79.517566 30101040105 Lower Hogans Creek 28 3 5030 33.5 Perennial UT to Hogans Creek 185 36.462831 -79.514438 30101040105 Lower Hogans Creek 28 3 5031 25 Intermittent UT to Hogans Creek 244 36.461649 -79.507968 30101040105 Lower Hogans Creek 29 3 5032 25 Intermittent UT to Hogans Creek 237 36.460437 -79.503391 30101040105 Lower Hogans Creek 29 3 5033 32.5 Perennial UT to Hogans Creek 198 36.458224 -79.493277 30101040105 Lower Hogans Creek 30 3 5034 42 Perennial UT to Hogans Creek 174 36.457243 -79.488030 30101040105 Lower Hogans Creek 31 4 5035 40 Perennial Hogans Creek 329 36.455883 -79.480391 30101040105 Lower Hogans Creek 32 4 5036 19.5 Intermittent UT to Hogans Creek 133 36.455758 -79.478477 30101040105 Lower Hogans Creek 32 4 5037 39 Perennial UT to Hogans Creek 193 36.455065 -79.472131 30101040105 Lower Hogans Creek 33 4 5038 38.5 Perennial UT to Hogans Creek 171 36.453162 -79.464019 30101040105 Lower Hogans Creek 33 4 5039 20.5 Intermittent UT to Moon Creek 159 36.450365 -79.449764 30101040106 Upper Moon Creek 35 4 5040 39 Perennial UT to Moon Creek 665 36.449772 -79.447834 30101040106 Upper Moon Creek 35 4 5041 25 Intermittent UT to Moon Creek 151 36.449882 -79.446915 30101040106 Upper Moon Creek 35 4 5042 33.5 Perennial UT to Moon Creek 314 36.449454 -79.443660 30101040106 Upper Moon Creek 36 4 5043 32.5 Perennial UT to Moon Creek 265 36.448431 -79.439115 30101040106 Upper Moon Creek 36 4 5044 35 Perennial Moon Creek 223 36.447079 -79.433423 30101040106 Upper Moon Creek 37 4 5045 23.5 Intermittent UT to Moon Creek 275 36.444711 -79.425569 30101040106 Upper Moon Creek 38 4 5046 21 Intermittent UT to Moon Creek 16 36.444457 -79.425370 30101040106 Upper Moon Creek 38 4 5047 23.5 Intermittent UT to Moon Creek 170 36.444137 -79.422708 30101040106 Upper Moon Creek 38 4 5048 35.5 Perennial UT to Moon Creek 359 36.443322 -79.419500 30101040106 Upper Moon Creek 38 4 5049 27 Intermittent UT to Moon Creek 317 36.442131 -79.414452 30101040106 Upper Moon Creek 39 4 5050 22.5 Intermittent UT to Moon Creek 238 36.441573 -79.410768 30101040106 Upper Moon Creek 39 4 5051 38 Perennial East Prong Moon Creek 231 36.439303 -79.396151 30101040106 Upper Moon Creek 41 4 5052 38 Perennial UT to East Prong Moon Creek 328 36.438958 -79.392231 30101040106 Upper Moon Creek 41 5 5053 29.5 Intermittent UT to East Prong Moon Creek 61 36.439097 -79.392352 30101040106 Upper Moon Creek 41 5 5054 20 Intermittent UT to East Prong Moon Creek 76 36.438804 -79.392306 30101040106 Upper Moon Creek 41 5 5055 44.5 Perennial Bear Branch 227 36.437027 -79.375399 30101040107 Lower Moon Creek 43 5 5056 31 Perennial UT to Bear Branch 552 36.436657 -79.372787 30101040107 Lower Moon Creek 43 5 5057 38.5 Perennial UT to Bear Branch 187 36.435779 -79.367884 30101040107 Lower Moon Creek 44 5 5058 23.5 Intermittent UT to Bear Branch 106 36.435766 -79.364870 30101040107 Lower Moon Creek 44 5 5059 28.5 Intermittent UT to Bear Branch 181 36.435301 -79.362549 30101040107 Lower Moon Creek 44 5 5060 35 Perennial UT to Bear Branch 752 36.434706 -79.361086 30101040107 Lower Moon Creek 44 5 5060.1 33 Perennial UT to Bear Branch 211 36.435154 -79.361208 30101040107 Lower Moon Creek 44 5 5061 39 Perennial UT to Bear Branch 291 36.434559 -79.361079 30101040107 Lower Moon Creek 44 5 5063 30 Perennial North Fork Rattlesnake Creek 285 36.432466 -79.352157 30101040108 Rattlesnake Creek 45 5 5064 23.5 Intermittent UT to North Fork Rattlesnake Creek 1272 36.431940 -79.350202 30101040108 Rattlesnake Creek 46 5 25 Intermittent UT to North Fork Rattlesnake Creek 117 36.432050 -79.350731 30101040108 Rattlesnake Creek 46 5 �S�065 21.5 Intermittent UT to North Fork Rattlesnake Creek 52 36.430882 -79.346705 30101040108 Rattlesnake Creek 46 5 5067 23.5 Intermittent UT to North Fork Rattlesnake Creek 60 36.431129 -79.346320 30101040108 Rattlesnake Creek 46 5 SUMMARY OF STREAM FEATURES WITHIN REVIEW AREA EGNC T-015 RELIABILITY PROJECT 5068 t UT to North Fork Rattlesnake Creek 17 36.430583 -79.343732 30101040108 Rattlesnake Creek 46 • • 5 5069 t 71ntermittent UT to North Fork Rattlesnake Creek 431 36.430148 -79.341313 30101040108 Rattlesnake Creek 47 5 5070 l UT to North Fork Rattlesnake Creek 240 36.429839 -79.339724 30101040108 Rattlesnake Creek 47 5 5071 t UT to North Fork Rattlesnake Creek 96 36.429410 -79.339407 30101040108 Rattlesnake Creek 47 5 5072 t UT to South Fork Rattlesnake Creek 3 36.425137 -79.327340 30101040108 Rattlesnake Creek 48 5 5073 23.5 Intermittent UT to South Fork Rattlesnake Creek 131 36.424960 -79.325332 30101040108 Rattlesnake Creek 48 5 5074 19.5 Intermittent UT to South Fork Rattlesnake Creek 162 36.424704 -79.324845 30101040108 Rattlesnake Creek 48 5 5075 19 Intermittent UT to South Fork Rattlesnake Creek 113 36.422097 -79.313520 30101040108 Rattlesnake Creek 50 5 5076 32.5 Perennial South Fork Rattlesnake Creek 234 36.421446 -79.309943 30101040108 Rattlesnake Creek 50 5 5077 28 Intermittent UT to South Fork Rattlesnake Creek 41 36.421308 -79.310037 30101040108 Rattlesnake Creek 50 5 5078 34.5 Perennial UT to South Fork Rattlesnake Creek 164 36.421362 -79.308202 30101040108 Rattlesnake Creek 50 5 5079 37.5 Perennial UT to South Fork Rattlesnake Creek 233 36.421905 -79.305662 30101040108 Rattlesnake Creek 50 5 5080 22 Intermittent UT to South Fork Rattlesnake Creek 133 36.421194 -79.298810 30101040108 Rattlesnake Creek 51 6 5081 23.5 Intermittent UT to South Fork Rattlesnake Creek 460 36.420654 -79.297301 30101040108 Rattlesnake Creek 51 6 5082 24 Intermittent UT to South Fork Rattlesnake Creek 197 36.420694 -79.296961 30101040108 Rattlesnake Creek 51 6 5083 32.5 Perennial UT to County Line Creek 1072 36.418689 -79.290536 30101040203 Lower Country Line Creek 52 6 5084 38 Perennial Country Line Creek 159 36.416157 -79.283438 30101040203 Lower Country Line Creek 53 6 5085 30.5 Perennial UT to County Line Creek 230 36.413878 -79.275713 30101040203 Lower Country Line Creek 54 6 5086 29 Intermittent UT to County Line Creek 307 36.413585 -79.275120 30101040203 Lower Country Line Creek 54 6 5087 35.5 Perennial UT to County Line Creek 107 36.413694 -79.274655 30101040203 Lower Country Line Creek 54 6 5088 29.5 Intermittent UT to County Line Creek 186 36.411950 -79.267894 30101040203 Lower Country Line Creek 54 6 5089 19 Intermittent UT to County Line Creek 115 36.410596 -79.263738 30101040203 Lower Country Line Creek 55 6 5090 27 Intermittent UT to County Line Creek 376 36.408323 -79.255747 30101040203 Lower Country Line Creek 56 6 5091 26.5 Intermittent UT to County Line Creek 290 36.408081 -79.255337 30101040203 Lower Country Line Creek 56 6 5092 30.5 Perennial UT to County Line Creek 319 36.407466 -79.253293 30101040203 Lower Country Line Creek 56 6 5093 26.5 Intermittent UT to County Line Creek 76 36.407385 -79.253328 30101040203 Lower Country Line Creek 56 6 5094 24 Intermittent UT to County Line Creek 322 36.407370 -79.252551 30101040203 Lower Country Line Creek 56 6 5095 22 Intermittent UT to County Line Creek 65 36.406490 -79.249397 30101040203 Lower Country Line Creek 56 6 5096 24 Intermittent UT to Reedy Fork 53 36.405023 -79.245346 30101040501 Reedy Fork 57 6 5097 21.5 Intermittent UT to Reedy Fork 275 36.404964 -79.242657 30101040501 Reedy Fork 57 6 5098 27 Intermittent UT to Reedy Fork 413 36.404370 -79.240050 30101040501 Reedy Fork 57 6 5099 24 Intermittent UT to Reedy Fork 8 36.404809 -79.240079 30101040501 Reedy Fork 57 6 Sloo 36 Perennial UT to Reedy Fork 291 36.402497 -79.237200 30101040501 Reedy Fork 58 6 s101 39.5 Perennial Reedy Fork 167 36.402067 -79.235933 30101040501 Reedy Fork 58 6 5102 22.5 Intermittent UT to Reedy Fork 577 36.395514 -79.219920 30101040501 Reedy Fork 60 6 5103 22.5 Intermittent UT to Reedy Fork 49 36.395649 -79.220084 30101040501 Reedy Fork 60 6 5104 24 Intermittent UT to Hyco Creek 152 36.392807 -79.213389 30101040502 Hyco Creek 60 6 5105 24.5 Intermittent UT to Hyco Creek 40 36.392055 -79.210843 30101040502 Hyco Creek 61 6 5106 19 Intermittent UT to Hyco Creek 66 36.390586 -79.206919 30101040502 Hyco Creek 61 6 5107 43 Perennial UT to Hyco Creek 313 36.389869 -79.204588 30101040502 Hyco Creek 61 6 5108 42 Perennial Hyco Creek 145 36.389638 -79.204661 30101040502 Hyco Creek 61 6 5109 43 Perennial Hyco Creek 327 36.388829 -79.199731 30101040502 Hyco Creek 62 7 Silo 24.5 Intermittent UT to Hyco Creek 1622 36.388489 -79.196343 30101040502 Hyco Creek 62 7 Sill 28 Intermittent UT to Hyco Creek 438 36.388138 -79.193927 30101040502 Hyco Creek 62 7 5112 19 Intermittent UT to Kilgore Creek 84 36.387353 -79.189088 30101040502 Hyco Creek 63 7 5113 21 Intermittent UT to Kilgore Creek 232 36.386956 -79.187312 30101040502 Hyco Creek 63 7 5114 21 Intermittent UT to Kilgore Creek 23 36.386999 -79.187243 30101040502 Hyco Creek 63 7 Sills 43.5 Perennial UT to Kilgore Creek 205 36.386301 -79.184959 30101040502 Hyco Creek 63 7 5116 29.5 Intermittent UT to Kilgore Creek 242 36.384564 -79.176669 30101040502 Hyco Creek 64 7 5117 20 Intermittent UT to Kilgore Creek 19 36.384594 -79.176854 30101040502 Hyco Creek 64 7 5118 23 Intermittent UT to Kilgore Creek 58 36.384440 -79.176294 30101040502 Hyco Creek 64 7 5119 22 Intermittent Kilgore Creek 162 36.383836 -79.174404 30101040502 Hyco Creek 64 7 5120 37.5 Perennial UT to Kilgore Creek 167 36.382666 -79.169555 30101040502 Hyco Creek 66 7 5121 36 Perennial UT to South Hyco Creek 173 36.377664 -79.143163 30101040504 Middle South Hyco Creek 69 7 5123 20 Intermittent UT to South Hyco Creek 174 36.376920 -79.137313 30101040504 Middle South Hyco Creek 69 7 5124 22.5 Intermittent UT to South Hyco Creek 95 36.376783 -79.136756 30101040504 Middle South Hyco Creek 69 7 5125 39.5 Perennial UT to South Hyco Creek 223 36.376741 -79.136569 30101040504 Middle South Hyco Creek 69 7 5126 41 Perennial UT to South Hyco Creek 174 36.376054 -79.129210 30101040504 Middle South Hyco Creek 70 7 5127 32 Perennial UT to South Hyco Creek 182 36.375354 -79.123704 30101040504 Middle South Hyco Creek 71 7 5128 22 Intermittent UT to South Hyco Creek 58 36.375485 -79.123641 30101040504 Middle South Hyco Creek 71 7 5129 32 Perennial UT to South Hyco Creek 574 36.373817 -79.115013 30101040504 Middle South Hyco Creek 72 7 5130 40 Perennial South Hyco Creek 497 36.373330 -79.113307 30101040504 Middle South Hyco Creek 72 7 5131 40 Perennial Double Creek 148 36.373291 -79.113086 30101040504 Middle South Hyco Creek 72 7 5132 22.5 Intermittent UT to Double Creek 37 36.372925 -79.111192 30101040504 Middle South Hyco Creek 72 7 5133 26 Intermittent UT to Double Creek 46 36.372528 -79.108859 30101040504 Middle South Hyco Creek 72 7 5135 19.5 Intermittent UT to Double Creek 112 36.371927 -79.103749 30101040504 Middle South Hyco Creek 73 8 5136 25.5 Intermittent UT to Double Creek 98 36.371709 -79.102090 30101040504 Middle South Hyco Creek 73 8 SUMMARY OF STREAM FEATURES WITHIN REVIEW AREA EGNC T-015 RELIABILITY PROJECT S137 20.5 Intermittent UT to Double Creek 149 36.370184 -79.091661 30101040504 Middle South Hyco Creek 74 8 S138 33.5 Perennial UT to Double Creek 174 36.367076 -79.073577 30101040504 Middle South Hyco Creek 76 8 S139 32.5 Perennial UT to Double Creek 161 36.366216 -79.068990 30101040504 Middle South Hyco Creek 76 8 5140 33 Perennial UT to Double Creek 199 36.365946 -79.067622 30101040504 Middle South Hyco Creek 77 8 5141 34 Perennial UT to Richland Creek 350 36.372616 -79.063176 30101040505 Lower South Hyco Creek 78 8 5142 37 Perennial UT to Richland Creek 239 36.375832 -79.063258 30101040505 Lower South Hyco Creek 78 8 5143 29.5 Intermittent UT to Richland Creek 35 36.375724 -79.063465 30101040505 Lower South Hyco Creek 78 8 5144 23 Intermittent UT to Richland Creek 161 36.377533 -79.063324 30101040505 Lower South Hyco Creek 78 8 5145 35.5 Perennial UT to Richland Creek 192 36.382759 -79.063401 30101040505 Lower South Hyco Creek 79 8 5146 46.5 Perennial Richland Creek 211 36.385523 -79.063551 30101040505 Lower South Hyco Creek 79 8 5147 28 Intermittent UT to Richland Creek 372 36.386398 -79.063499 30101040505 Lower South Hyco Creek 79 8 5148 34.5 Perennial UT to Richland Creek 179 36.391615 -79.063561 30101040505 Lower South Hyco Creek 80 8 S149 34.5 Perennial UT to Richland Creek 216 36.402183 -79.063896 30101040505 Lower South Hyco Creek 82 8 S150 39.5 Perennial UT to Richland Creek 649 36.404954 -79.064000 30101040505 Lower South Hyco Creek 82 8 S151 26.5 Intermittent UT to Little Duck Creek 19 36.404878 -79.063839 30101040505 Lower South Hyco Creek 82 8 5152 22 Intermittent UT to Little Duck Creek 142 36.412941 -79.064308 30101040505 Lower South Hyco Creek 83 8 5153 34.5 Perennial UT to Little Duck Creek 196 36.418100 -79.064160 30101040505 Lower South Hyco Creek 84 9 5154 43 Perennial Little Duck Creek 117 36.418339 -79.064149 30101040505 Lower South Hyco Creek 84 9 5155 25 Intermittent UT to Little Duck Creek 91 36.418981 -79.064189 30101040505 Lower South Hyco Creek 84 9 5156 43.5 Perennial UT to Little Duck Creek 229 36.421330 -79.064231 30101040505 Lower South Hyco Creek 84 9 5157 38 Perennial UT to Little Duck Creek 532 36.421985 -79.064403 30101040505 Lower South Hyco Creek 84 9 5357.1 25.5 Intermittent UT to Little Duck Creek 117 36.423357 -79.063402 30101040505 Lower South Hyco Creek 84 9 5158 25 Intermittent UT to Little Duck Creek 74 36.422153 -79.064338 30101040505 Lower South Hyco Creek 84 9 5159 35.5 Perennial UT to Little Duck Creek 250 36.432015 -79.064424 30101040505 Lower South Hyco Creek 85 9 5160 39.5 Perennial UT to Little Duck Creek 163 36.437795 -79.066352 30101040505 Lower South Hyco Creek 86 9 S161 35 Perennial UT to Little Duck Creek 177 36.438046 -79.066430 30101040505 Lower South Hyco Creek 86 9 S162 41.5 Perennial UT to Little Duck Creek 175 36.442172 -79.068643 30101040505 Lower South Hyco Creek 87 9 S163 19.75 Intermittent UT to Little Duck Creek 22 36.442318 -79.068464 30101040505 Lower South Hyco Creek 87 9 5164 22 Intermittent UT to Little Duck Creek 94 36.442353 -79.068839 30101040505 Lower South Hyco Creek 87 9 5165 27.5 Intermittent UT to Little Duck Creek 163 36.445848 -79.069080 30101040505 Lower South Hyco Creek 87 9 5166 22 Intermittent UT to South Hyco Creek 287 36.448171 -79.067899 30101040505 Lower South Hyco Creek 87 9 5167 19.5 Intermittent UT to South Hyco Creek 97 36.457108 -79.072117 30101040507 Cane Creek-Hyco Lake 89 9 5168 26 Intermittent UT to South Hyco Creek 149 36.457234 -79.072269 30101040507 Cane Creek-Hyco Lake 89 9 5169 19.5 Intermittent UT to South Hyco Creek 218 36.459838 -79.073909 30101040507 Cane Creek-Hyco Lake 89 9 5170 20 Intermittent UT to South Hyco Creek 223 36.460233 -79.074132 30101040507 Cane Creek-Hyco Lake 89 9 28 Intermittent UT to South Hyco Creek 144 36.462900 -79.077568 30101040507 Cane Creek-Hyco Lake 90 9 26 Intermittent UT to South Hyco Creek 159 36.463797 -79.079769 30101040507 Cane Creek-Hyco Lake 90 9 t17 20.5 Intermittent UT to South Hyco Creek 110 36.466950 -79.082734 30101040505 Lower South Hyco Creek 91 9 21 Intermittent UT to South Hyco Creek 187 36.468554 -79.082384 30101040505 Lower South Hyco Creek 91 9 19 Intermittent UT to South Hyco Creek 20 36.469830 -79.081806 30101040505 Lower South Hyco Creek 91 9 Red = revision from original pre -JD submittal SUMMARY OF WETLAND AND OPEN WATER FEATURES WITHIN REVIEW AREA T-15 RELIABILITY PROJECT =I Wetland Type M�. Cowardian Class Data Forms lnc!Wed? Acres Latitude Longitude "H=3k,.HUC �Name Aerial .. Topo W001 Basin PFO No 0.678 36.493058 -79.679752 30101030901 Town Creek -Dan River 10 2 W002 Headwater PEM/PFO Yes 0.142 36.492989 -79.678820 30101030901 Town Creek -Dan River 10 2 W003 Headwater PFO No 0.013 36.493870 -79.678750 30101030901 Town Creek -Dan River 10 2 W004 Headwater PFO No 0.024 36.494174 -79.678441 30101030901 Town Creek -Dan River 10 2 W005 Basin PEM No 0.028 36.495139 -79.679021 30101030901 Town Creek -Dan River 10 2 W006 Headwater PEM/PFO No 0.203 36.492788 -79.674723 30101030901 Town Creek -Dan River 10 2 W007 Headwater PEM/PFO No 0.196 36.492768 -79.673691 30101030901 Town Creek -Dan River 10 2 W008 Headwater PFO No 0.003 36.489638 -79.651814 30101030901 Town Creek -Dan River 13 2 W009 Headwater PFO No 0.006 36.489814 -79.651778 30101030901 Town Creek -Dan River 13 2 W010 Headwater PEM/PFO No 0.008 36.489160 -79.647882 30101030901 Town Creek -Dan River 13 2 W011 Headwater PEM No 0.046 36.487366 -79.639841 30101030905 Lower Wolf Island Creek 14 2 W012 Bottomland Hardwood PFO No 0.006 36.484939 -79.618000 30101030905 Lower Wolf Island Creek 16 2 W013 Bottomland Hardwood PFO No 0.033 36.482125 -79.602190 30101030905 Lower Wolf Island Creek 18 2 W014 Headwater PFO No 0.013 36.480202 -79.594122 30101030905 Lower Wolf Island Creek 19 2 W015 Bottomland Hardwood PFO Yes 0.012 36.476227 -79.582437 30101030905 Lower Wolf Island Creek 20 3 W016 Headwater PFO No 0.030 36.475337 -79.576583 30101030905 Lower Wolf Island Creek 20 3 W017 Headwater PFO No 0.022 36.475214 -79.576797 30101030905 Lower Wolf Island Creek 20 3 W018 Bottomland Hardwood PEM/PFO Yes 0.896 36.475112 -79.566429 30101030905 Lower Wolf Island Creek 22 3 W019 Headwater PFO No 0.006 36.474126 -79.559525 30101030905 Lower Wolf Island Creek 22 3 W020 Headwater PEM/PFO No 0.041 36.472085 -79.550659 30101030905 Lower Wolf Island Creek 23 3 W021 Headwater PEM/PFO No 0.036 36.471829 -79.549257 30101030905 Lower Wolf Island Creek 23 3 W022 Headwater PFO No 0.083 36.471666 -79.546845 30101030905 Lower Wolf Island Creek 24 3 W023 Headwater PSS No 0.014 36.469568 -79.537877 30101030905 Lower Wolf Island Creek 25 3 W024 Headwater PEM/PFO Yes 0.006 36.467784 -79.533453 30101030905 Lower Wolf Island Creek 25 3 W025 Headwater PFO No 0.018 36.467888 -79.532636 30101030905 Lower Wolf Island Creek 25 3 W026 Headwater PFO Yes 0.038 36.467087 -79.530740 30101030905 Lower Wolf Island Creek 25 3 W027 Headwater PFO No 0.006 36.463108 -79.524554 30101040105 Lower Hogans Creek 26 3 W028 Seep PFO Yes 0.049 36.462613 -79.512216 30101040105 Lower Hogans Creek 28 3 W029 Headwater PEM/PFO Yes 0.180 36.461590 -79.508285 30101040105 Lower Hogans Creek 29 3 W030 Headwater PEM/PFO No 0.038 36.460307 -79.503314 30101040105 Lower Hogans Creek 29 3 W031 Headwater PEM/PFO No 1 0.020 1 36.458088 -79.493254 1 30101040105 1 Lower Hogans Creek 1 30 3 SUMMARY OF WETLAND AND OPEN WATER FEATURES WITHIN REVIEW AREA T-15 RELIABILITY PROJECT W032 Wetland .• Bottomland Hardwood ,Mir PEM/PFO Data Forms No 2.873 36.455829 . - -79.479456 &HMUCM&H.U.CN 30101040105 amp Lower Hogans Creek Aerial .. 32 Topo 4 W033 Bottomland Hardwood PEM/PFO No 0.301 36.454983 -79.472051 30101040105 Lower Hogans Creek 33 4 W034 Headwater PEM/PFO No 0.007 36.453080 -79.464041 30101040105 Lower Hogans Creek 33 4 W035 Headwater PEM/PFO No 0.081 36.450164 -79.450062 30101040106 Upper Moon Creek 35 4 W036 Headwater PFO No 0.059 36.449630 -79.447628 30101040106 Upper Moon Creek 35 4 W037 Headwater PEM/PFO No 0.065 36.450091 -79.446907 30101040106 Upper Moon Creek 35 4 W038 Floodplain Pool PFO No 0.071 36.448538 -79.439243 30101040106 Upper Moon Creek 36 4 W039 Bottomland Hardwood PFO Yes 1.919 36.447365 -79.434505 30101040106 Upper Moon Creek 37 4 W039.1 Seep PFO No 0.006 36.445307 -79.430721 30101040106 Upper Moon Creek 37 4 W040 Headwater PFO No 0.001 36.444871 -79.425903 30101040106 Upper Moon Creek 38 4 W041 Headwater PFO No 0.028 36.444756 -79.425774 30101040106 Upper Moon Creek 38 4 W042 Headwater PFO No 0.021 36.444757 -79.425442 30101040106 Upper Moon Creek 38 4 W043 Basin PEM No 0.024 36.444812 -79.424552 30101040106 Upper Moon Creek 38 4 W044 Headwater PFO No 0.005 36.443948 -79.422760 30101040106 Upper Moon Creek 38 4 W045 Basin PEM No 0.022 36.444027 -79.421617 30101040106 Upper Moon Creek 38 4 W046 Bottomland Hardwood PEM/PFO No 0.575 36.443285 -79.419528 30101040106 Upper Moon Creek 38 4 W046.1 Headwater PFO No 0.003 36.443086 -79.417012 30101040106 Upper Moon Creek 38 4 W047 Bottomland Hardwood PEM/PFO Yes 2.571 36.439489 -79.397999 30101040106 Upper Moon Creek 41 4 W048 Bottomland Hardwood PFO No 0.196 36.439149 -79.393201 30101040106 Upper Moon Creek 41 5 W049 Bottomland Hardwood PEM/PFO No 0.708 36.438931 -79.392061 30101040106 Upper Moon Creek 41 5 W050 Bottomland Hardwood PEM/PFO No 0.100 36.437060 -79.375862 30101040107 Lower Moon Creek 43 5 W051 Bottomland Hardwood PFO No 0.027 36.437211 -79.375644 30101040107 Lower Moon Creek 43 5 W052 Headwater PEM No 0.049 36.436373 -79.372259 30101040107 Lower Moon Creek 43 5 W053 Headwater PFO No 0.008 36.435363 -79.362547 30101040107 Lower Moon Creek 44 5 W053.1 Headwater PFO No 0.006 36.435468 -79.362092 30101040107 Lower Moon Creek 44 5 W054 Headwater PEM/PFO No 0.122 36.434756 -79.361186 30101040107 Lower Moon Creek 44 5 W055 Seep PEM No 0.014 36.434659 -79.360731 30101040107 Lower Moon Creek 44 5 W056 Bottomland Hardwood PFO No 0.094 36.432344 1 -79.352080 30101040108 Rattlesnake Creek 45 5 W057 Bottomland Hardwood PEM/PFO No 0.067 36.432437 -79.351202 30101040108 Rattlesnake Creek 45 5 W058 Headwater PFO No 0.022 36.431845 -79.350552 30101040108 Rattlesnake Creek 46 5 W059 Seep PEM No 0.038 36.432077 -79.349696 30101040108 Rattlesnake Creek 46 5 SUMMARY OF WETLAND AND OPEN WATER FEATURES WITHIN REVIEW AREA T-15 RELIABILITY PROJECT .• .- .. W060 Headwater PFO No 0.067 36.431700 -79.349207 30101040108 Rattlesnake Creek 46 5 W061 Headwater PEM/PFO No 0.123 36.431820 -79.348782 30101040108 Rattlesnake Creek 46 5 W062 Headwater PFO No 0.011 36.431504 -79.348524 30101040108 Rattlesnake Creek 46 5 W063 Headwater PFO No 0.112 36.430941 -79.346577 30101040108 Rattlesnake Creek 46 5 W064 Headwater PEM No 0.119 36.431064 -79.345998 30101040108 Rattlesnake Creek 46 5 W065 Headwater PEM/PFO No 0.053 36.430541 -79.344205 30101040108 Rattlesnake Creek 46 5 W066 Headwater PEM/PFO No 0.078 36.425442 -79.327333 30101040108 Rattlesnake Creek 48 5 W067 Headwater PEM No 0.003 36.424907 -79.326128 30101040108 Rattlesnake Creek 48 5 W068 Headwater PEM/PFO No 0.023 36.424684 -79.325353 30101040108 Rattlesnake Creek 48 5 W069 Headwater PEM No 0.009 36.421933 -79.313360 30101040108 Rattlesnake Creek 50 5 W070 Headwater PFO No 0.018 36.421901 -79.312140 30101040108 Rattlesnake Creek 50 5 W071 Bottomland Hardwood PFO No 0.051 36.421623 -79.309994 30101040108 Rattlesnake Creek 50 5 W072 Bottomland Hardwood PEM/PFO Yes 0.257 36.421410 -79.309503 30101040108 Rattlesnake Creek 50 5 W073 Headwater PEM No 0.023 36.420374 -79.296985 30101040108 Rattlesnake Creek 51 6 W074 Headwater PEM No 0.007 36.420260 -79.296732 30101040108 Rattlesnake Creek 51 6 W075 Headwater PEM No 0.026 36.416406 -79.284592 30101040203 Lower Country Line Creek 53 6 W076 Floodplain Pool PEM/PFO No 0.600 36.415836 -79.282679 30101040203 Lower Country Line Creek 53 6 W077 Headwater PEM/PFO No 0.118 36.415045 -79.280421 30101040203 Lower Country Line Creek 53 6 W078 Headwater PEM No 0.023 36.413497 -79.275398 30101040203 Lower Country Line Creek 54 6 W079 Headwater PEM/PFO No 0.619 36.413240 -79.274083 30101040203 Lower Country Line Creek 54 6 W080 Headwater PFO No 0.042 36.411998 -79.267810 30101040203 Lower Country Line Creek 54 6 W081 Headwater PEM/PFO No 0.104 36.410070 -79.262190 30101040203 Lower Country Line Creek 55 6 W082 Headwater PEM/PFO No 0.044 36.404528 -79.242593 30101040501 Reedy Fork 57 6 W083 Headwater PFO No 0.023 36.404367 -79.240081 30101040501 Reedy Fork 57 6 W084 Headwater PEM/PFO No 0.078 36.404017 -79.239825 30101040501 Reedy Fork 57 6 W085 Headwater PEM Yes 0.011 36.403722 -79.239607 30101040501 Reedy Fork 57 6 W086 Headwater PEM/PFO No 0.004 36.401996 -79.236327 30101040501 Reedy Fork 58 6 W087 Headwater PEM/PFO No 0.025 36.396299 -79.222122 30101040501 Reedy Fork 59 6 W088 Basin PEM No 0.016 36.393703 -79.215860 30101040502 Hyco Creek 60 6 W089 Bottomland Hardwood PSS No 0.171 36.389404 -79.204178 30101040502 Hyco Creek 61 6 W090 Headwater PFO No 0.043 36.386987 -79.187307 30101040502 Hyco Creek 63 7 SUMMARY OF WETLAND AND OPEN WATER FEATURES WITHIN REVIEW AREA T-15 RELIABILITY PROJECT =I Wetland .• '00' Cowardian Class Data Forms Acres Latitude Longitude Aerial .. Topo W091 Headwater PFO No 0.015 36.386433 -79.184636 30101040502 Hyco Creek 63 7 W092 Basin PFO No 0.394 36.385058 -79.178979 30101040502 Hyco Creek 64 7 W093 Bottomland Hardwood PEM/PFO Yes 0.057 36.383642 -79.174338 30101040502 Hyco Creek 64 7 W094 Bottomland Hardwood PFO No 0.009 36.384044 -79.174442 30101040502 Hyco Creek 64 7 W095 Headwater PFO No 0.087 36.380420 -79.160008 30101040502 Hyco Creek 65 7 W096 Headwater PFO No 0.035 36.380253 1 -79.158980 30101040502 Hyco Creek 65 7 W097 Basin PEM/PFO Yes 0.609 36.379375 -79.154880 30101040504 Middle South Hyco Creek 65 7 W098 Headwater PFO No 0.152 36.377732 -79.143054 30101040504 Middle South Hyco Creek 69 7 W099 Headwater PEM/PFO No 0.075 36.377426 -79.142176 30101040504 Middle South Hyco Creek 69 7 W100 Headwater PFO No 0.006 36.377531 -79.141916 30101040504 Middle South Hyco Creek 69 7 W101 Headwater PFO No 0.323 36.376977 -79.137480 30101040504 Middle South Hyco Creek 69 7 W102 Bottomland Hardwood PSS/PFO No 0.133 36.376563 -79.136651 30101040504 Middle South Hyco Creek 69 7 W103 Headwater PEM No 0.024 36.375749 -79.128293 30101040504 Middle South Hyco Creek 70 7 W104 Headwater PFO No 0.006 36.373991 -79.115414 30101040504 Middle South Hyco Creek 72 7 W105 Headwater PFO No 0.013 36.373482 -79.114710 30101040504 Middle South Hyco Creek 72 7 W106 Floodplain Pool PFO Yes 0.051 36.373650 -79.113989 30101040504 Middle South Hyco Creek 72 7 W107 Floodplain Pool PEM/PFO No 0.118 36.373456 -79.113657 30101040504 Middle South Hyco Creek 72 7 W108 Floodplain Pool PFO No 0.018 36.373684 -79.113435 30101040504 Middle South Hyco Creek 72 7 W108.1 Floodplain Pool PFO No 0.017 36.373995 -79.113306 30101040504 Middle South Hyco Creek 72 7 W109 Floodplain Pool PEM/PFO No 0.003 36.373493 -79.113460 30101040504 Middle South Hyco Creek 72 7 W110 Floodplain Pool PFO No 0.002 36.373513 -79.113398 30101040504 Middle South Hyco Creek 72 7 W111 Bottomland Hardwood PEM/PFO No 0.068 36.373263 -79.113214 30101040504 Middle South Hyco Creek 72 7 W112 Headwater PEM No 0.012 36.371812 -79.103817 30101040504 Middle South Hyco Creek 73 8 W113 Headwater PEM/PFO No 0.029 36.371677 -79.102078 30101040504 Middle South Hyco Creek 73 8 W114 Headwater PEM No 0.031 36.370961 -79.098100 30101040504 Middle South Hyco Creek 73 8 W115 Basin PFO No 0.049 36.369272 -79.085179 30101040504 Middle South Hyco Creek 75 8 W116 Basin PFO No 0.180 36.368754 -79.082171 30101040504 Middle South Hyco Creek 75 8 W117 Headwater PEM/PFO No 0.095 36.367436 -79.076130 30101040504 Middle South Hyco Creek 76 8 W118 Headwater PEM No 0.019 36.367288 -79.075444 30101040504 Middle South Hyco Creek 76 8 W119 Headwater PFO No 0.010 36.367106 -79.073556 30101040504 Middle South Hyco Creek 76 8 W120 Headwater PFO No 0.023 36.372129 -79.063339 30101040505 Lower South Hyco Creek 78 8 SUMMARY OF WETLAND AND OPEN WATER FEATURES WITHIN REVIEW AREA T-15 RELIABILITY PROJECT =I Wetland .• Cowardian Class dL Data Forms lnc!Wed? M Acres Latitude L .- HUC NamA �g Topo No. W121 Headwater PFO No 0.017 36.372591 -79.063216 30101040505 Lower South Hyco Creek 78 8 W122 Headwater PFO No 0.015 36.373093 -79.063426 30101040505 Lower South Hyco Creek 78 8 W123 Headwater PFO No 0.005 36.377606 -79.063511 30101040505 Lower South Hyco Creek 78 8 W124 Headwater PEM/PFO No 0.072 36.379793 -79.063353 30101040505 Lower South Hyco Creek 79 8 W125 Bottomland Hardwood PFO No 0.058 36.382692 -79.063558 30101040505 Lower South Hyco Creek 79 8 W126 Bottomland Hardwood PEM/PFO No 0.138 36.384481 -79.063273 30101040505 Lower South Hyco Creek 79 8 W127 Bottomland Hardwood PEM/PFO No 0.305 36.385123 -79.063415 30101040505 Lower South Hyco Creek 79 8 W128 Headwater PFO No 0.167 36.386077 -79.063324 30101040505 Lower South Hyco Creek 79 8 W129 Headwater PFO No 0.028 36.386315 -79.063702 30101040505 Lower South Hyco Creek 79 8 W130 Headwater PEM No 0.013 36.392380 -79.063370 30101040505 Lower South Hyco Creek 80 8 W131 Headwater PEM/PFO No 0.221 36.397692 -79.063666 30101040505 Lower South Hyco Creek 81 8 W132 Headwater PFO No 0.001 36.402242 -79.063816 30101040505 Lower South Hyco Creek 82 8 W133 Headwater PSS No 0.004 36.402314 -79.063668 30101040505 Lower South Hyco Creek 82 8 W134 Headwater PFO No 0.005 36.404711 -79.063775 30101040505 Lower South Hyco Creek 82 8 W135 Headwater PFO No 0.391 36.405142 -79.064269 30101040505 Lower South Hyco Creek 82 8 W136 Headwater PFO No 0.125 36.405815 -79.064004 30101040505 Lower South Hyco Creek 82 8 W137 Headwater PFO No 0.008 36.405612 -79.064436 30101040505 Lower South Hyco Creek 82 8 W138 Headwater PSS No 0.027 36.413132 -79.064033 30101040505 Lower South Hyco Creek 83 8 W139 Bottomland Hardwood PFO No 0.034 36.418190 -79.064304 30101040505 Lower South Hyco Creek 84 9 W140 Headwater PFO No 0.003 36.418547 -79.064292 30101040505 Lower South Hyco Creek 84 9 W141 Headwater PFO No 0.015 36.418809 -79.064199 30101040505 Lower South Hyco Creek 84 9 W142 Headwater PFO No 0.181 36.418997 -79.064132 30101040505 Lower South Hyco Creek 84 9 W143 Headwater PSS No 0.027 36.421615 -79.063998 30101040505 Lower South Hyco Creek 84 9 W144 Headwater PFO No 0.114 36.422406 -79.064320 30101040505 Lower South Hyco Creek 84 9 W145 Headwater PFO No 0.161 36.424361 -79.063414 30101040505 Lower South Hyco Creek 84 9 W146 Headwater PFO No 0.039 36.432253 -79.064648 30101040505 Lower South Hyco Creek 85 9 W147 Seep PFO Yes 0.484 36.437919 -79.066375 30101040505 Lower South Hyco Creek 86 9 W148 Headwater PEM No 0.007 36.438858 -79.066972 1 30101040505 Lower South Hyco Creek 86 9 W148.1 Headwater PEM No 0.010 36.439238 -79.066714 30101040505 Lower South Hyco Creek 86 9 W149 Basin PSS No 0.010 36.439191 -79.066604 30101040505 Lower South Hyco Creek 86 9 W150 Headwater PEM No 1 0.156 36.445796 -79.069084 30101040505 1 Lower South Hyco Creek 1 87 1 9 SUMMARY OF WETLAND AND OPEN WATER FEATURES WITHIN REVIEW AREA T-15 RELIABILITY PROJECT W151 Headwater PEM No 0.002 36.446382 -79.069138 30101040505 Lower South Hyco Creek 87 9 W152 Headwater PEM No 0.007 36.446976 -79.069089 30101040505 Lower South Hyco Creek 87 9 W153 Headwater PEM No 0.005 36.448332 -79.068069 30101040505 Lower South Hyco Creek 87 9 W154 Headwater PEM No 0.068 36.452287 -79.069153 30101040507 Cane Creek-Hyco Lake 88 9 W155 Headwater PFO No 0.015 36.456743 -79.071915 30101040507 Cane Creek-Hyco Lake 89 9 W156 Headwater PFO No 0.006 36.457164 -79.072440 30101040507 Cane Creek-Hyco Lake 89 9 W157 Headwater PEM No 0.035 36.458358 -79.072893 30101040507 Cane Creek-Hyco Lake 89 9 W158 Headwater PFO No 0.004 36.460216 -79.074131 30101040507 Cane Creek-Hyco Lake 89 9 W159 Headwater PFO No 0.285 36.462174 -79.075764 30101040507 Cane Creek-Hyco Lake 89 9 W160 Headwater PFO No 0.158 36.462989 -79.077619 30101040507 Cane Creek-Hyco Lake 90 9 W161 Headwater PFO No 0.002 36.463689 -79.080040 30101040507 Cane Creek-Hyco Lake 90 9 W162 Headwater PSS No 0.010 36.464903 -79.083074 30101040505 Lower South Hyco Creek 90 9 W163 Headwater PSS No 0.011 36.466353 -79.083169 30101040505 Lower South Hyco Creek 90 9 W164 Headwater PFO No 0.027 36.466898 -79.082990 30101040505 Lower South Hyco Creek 91 9 W165 Headwater PFO No 0.019 36.468433 -79.082324 30101040505 Lower South Hyco Creek 91 9 W166 Headwater PSS No 0.129 36.471105 -79.081642 30101040505 Lower South Hyco Creek 91 9 Open -Water Features OW001 NA PUB NA 0.128 36.475246 -79.566789 30101030905 Lower Wolf Island Creek 22 3 OW002 NA PUB NA 1.035 36.472145 -79.549979 30101030905 Lower Wolf Island Creek 23 3 OW003 NA PUB NA 0.063 36.397685 -79.063820 30101040505 Lower South Hyco Creek 81 8 OW004 NA PUB NA 0.058 36.405759 -79.063820 30101040505 Lower South Hyco Creek 82 8 OW004.1 NA PUB NA 0.040 36.4485256 -79.068841 30101040505 Lower South Hyco Creek 87 1 9 OW005 NA PUB NA 0.028 36.452302 -79.069055 30101040507 Cane Creek-Hyco Lake 88 9 Red = revision from original pre -JD submittal Updated Impact Tables STREAM IMPACT TABLE EGNC T-015 RELIABILITY PROJECT Stream ID S001 Stream Name Flow Regime Intermittent Average (ft) 4.59 LFPermanent ImpactWidth 20 LFTemporary p. 426 PermanentFitl 0.002 TemporarylmpactImpactAerial 0.045 No. 10 Topo No. 2 94 S002 Intermittent 3.13 0 207 0.015 10 2 94 S003 Intermittent 3.6 0 114 0.009 10 2 94 S004 Perennial 5.83 0 102 0.014 10 2 94 S005 Perennial 8.8 0 112 0.023 11 2 95 S006 Intermittent 4 0 102 0.009 13 2 97 S007 Intermittent 3.86 0 125 0.011 13 2 97 S008 Perennial 4.5 0 184 0.019 13 2 97 S010 Birch Fork Perennial 11.8 20 95 0.005 0.026 15 2 99 S011 Intermittent 6 20 88 0.003 0.012 16 2 100 S012 Intermittent 3.84 0 107 0.009 17 2 101 S013 Intermittent 4 20 85 0.002 0.008 17 2 101 S014 Intermittent 3.8 0 113 0.010 18 2 102 S015 Intermittent 4.2 0 100 0.010 19 2 103 S017 Intermittent 3.5 20 51 0.002 0.004 19 2 103 S018 Perennial 5.2 0 141 0.017 20 3 104 S019 Perennial 7.75 0 227 0.040 20 3 104 S020 Intermittent 3 0 47 0.003 20 3 104 S021 Intermittent 4.17 0 98 0.009 21 3 105 S022 Wolf Island Creek Intermittent 30.71 0 179 0.126 22 3 106 S023 Intermittent 4.57 20 123 0.002 0.013 22 3 106 S024 Intermittent 6 1 0 104 0.014 23 3 107 S024.1 Perennial 10.25 0 284 0.067 23 3 107 S025 Perennial 4 0 184 0.017 24 3 108 S026 Intermittent 7 0 38 0.006 25 3 109 S027 Perennial 3.83 0 367 0.032 25 3 109 S029 Perennial 6 0 152 0.021 28 3 112 S030 Perennial 13.6 0 117 0.037 28 3 112 S031 Intermittent 1.5 0 1 82 1 0.003 1 29 1 3 1 113 S032 Intermittent 2 0 1 128 1 0.006 1 29 1 3 1 113 STREAM IMPACT TABLE EGNC T-015 RELIABILITY PROJECT Stream ID S033 Stream Name Flow Regime Perennial Average (ft) 5.33 LFPermanent ImpactWidth 20 LFTemporary p. 78 PermanentFitl 0.002 TemporarylmpactImpactAerial 0.010 No. 30 Topo No. 3 114 S034 Perennial 4.29 20 77 0.002 0.008 31 4 115 S035 Hogan's creek Perennial 42.5 0 325 0.317 32 4 116 S036 Intermittent 2.8 20 113 0.001 0.007 32 4 116 S037 Perennial 5.16 0 105 0.012 33 4 117 S038 Perennial 5.2 0 101 0.012 33 4 117 S039 Intermittent 3 0 161 0.011 35 4 119 S040 Perennial 4 0 566 0.052 35 4 119 S041 Intermittent 3 20 67 0.001 0.005 35 4 119 S042 Perennial 4.5 20 95 0.002 0.010 36 4 120 S043 Perennial 5 0 98 0.011 36 4 120 S044 Moon Creek Perennial 4.5 0 57 0.006 37 4 121 S045 Intermittent 2 20 170 0.001 0.008 38 4 122 S047 Intermittent 2.4 20 88 0.001 0.005 38 4 122 S048 Perennial 4.65 0 293 0.031 38 4 122 S049 Intermittent 5.36 0 144 0.018 39 4 123 S050 Intermittent 4 20 134 0.002 0.012 39 4 123 S051 East Prong Moon Creek Perennial 26.16 0 129 0.077 41 4 125 S052 Perennial 5.5 20 212 0.003 0.027 41 5 125 S054 Intermittent 2 0 76 0.003 41 5 125 S055 Bear Branch Perennial 9.5 0 151 0.033 43 5 127 S056 Perennial 5 20 228 0.002 0.026 43 5 127 S057 Perennial 6 0 57 0.008 44 5 128 S058 Intermittent 2.67 0 44 0.003 44 5 128 S059 Intermittent 4 20 99 0.002 0.009 44 5 128 S060 Perennial 4.5 20 182 0.002 0.019 44 5 128 S061 Perennial 3.33 0 31 0.002 44 5 128 STREAM IMPACT TABLE EGNC T-015 RELIABILITY PROJECT Stream ID S063 Stream Name North Fork Rattlesnake Creek Flow Regime Perennial Average 19.58 LFPermanent 0 LFTemporary 96 PermanentFitt TemporarylmpactImpactAerial 0.043 No. 45 Topo No. 5 129 S064 Intermittent 3.3 20 219 0.002 0.017 46 5 130 S067 Intermittent 2.75 0 60 0.004 46 5 130 S068 Intermittent 3 0 17 0.001 46 5 130 S069 Intermittent 5.71 20 176 0.003 0.023 47 5 131 S070 Perennial 12.5 0 175 0.050 47 5 131 S072 Intermittent 4 0 20 0.002 48 5 132 S073 Intermittent 3 0 36 0.002 48 5 132 S074 Intermittent 2 20 76 0.001 0.003 48 5 132 S075 Intermittent 4 0 113 0.010 50 5 134 S076 Perennial 9.5 0 145 0.032 50 5 134 S077 Intermittent 6 0 41 0.006 50 5 134 S078 Perennial 3.5 0 159 0.013 50 5 134 S079 Perennial 3.44 0 120 0.009 50 5 134 S080 Intermittent 2.66 0 40 0.002 51 6 135 S081 Intermittent 3.45 20 215 0.002 0.017 51 6 135 S082 Intermittent 3.25 0 30 0.002 51 6 135 S083 Perennial 4.5 20 194 0.002 0.020 52 6 136 S085 Perennial 14 20 102 0.006 0.033 54 6 138 S086 Intermittent 9.72 20 188 0.004 0.042 54 6 138 S088 Intermittent 4 20 73 0.002 0.007 54 6 138 S089 Intermittent 3.9 20 95 0.002 0.009 55 6 139 S091 Intermittent 3.5 20 175 0.002 0.014 56 6 140 S092 Perennial 10.2 0 151 0.035 56 6 140 S093 Intermittent 4 0 76 0.007 56 6 140 S094 Intermittent 2 0 105 0.005 56 6 140 S097 Intermittent 1 2 20 103 1 0.001 1 0.005 1 57 1 6 141 S098 Intermittent 1 2.44 20 138 1 0.001 1 0.008 1 57 1 6 141 STREAM IMPACT TABLE EGNC T-015 RELIABILITY PROJECT Stream ID S100 Stream Name Flow Regime Perennial Average Width (ft) 4.29 LFPermanent Impact 0 LFTemporary 214 PermanentFitl TemporarylmpactImpactAerial 0.021 No. 58 Topo No. 6 142 S101 Perennial 31.66 0 99 0.072 58 6 142 S102 Intermittent 2 0 174 0.008 60 6 144 S104 Intermittent 2 0 96 0.004 60 6 144 S108 Perennial 17 20 87 0.008 0.034 61 6 145 S109 Hyco Creek Perennial 57.75 0 301 0.399 62 7 146 S110 Intermittent 3 0 381 0.026 62 7 146 S112 Intermittent 2 0 14 0.001 63 7 147 S113 Intermittent 2 0 77 0.004 63 7 147 S115 Perennial 16.14 0 129 0.048 63 7 147 S119 Kilgore Creek Intermittent 2 20 74 0.001 0.003 64 7 148 S120 Perennial 12.14 1 20 73 0.006 0.020 66 7 150 S121 Perennial 4.6 0 107 0.011 69 7 153 S124 Intermittent 2 0 42 0.002 69 7 153 S125 Perennial 3 0 139 0.010 69 7 153 S126 Perennial 7.5 20 84 0.003 0.014 70 7 154 S127 Perennial 5 1 0 109 0.013 71 7 155 S132 Intermittent 1.5 0 37 0.001 72 7 156 S133 Intermittent 3 0 46 0.003 72 7 156 S135 Intermittent 1 0 60 0.001 73 8 157 S136 Intermittent 2 0 44 0.002 73 8 157 S137 Intermittent 2 0 62 0.003 74 8 158 S138 Perennial 2 0 109 0.005 76 8 160 S139 Perennial 3 0 96 0.007 76 8 160 S140 Perennial 2.93 0 106 0.007 77 8 161 S141 Perennial 3.55 0 252 0.021 78 8 162 S142 Perennial 7.71 0 188 0.033 78 8 162 S144 Intermittent 3 0 105 0.007 78 8 162 S145 Perennial 2.66 0 116 1 1 0.007 1 79 1 8 163 S147 Intermittent 2.08 0 326 1 1 0.016 1 79 1 8 163 STREAM IMPACT TABLE EGNC T-015 RELIABILITY PROJECT Stream ID S148 Stream Name Flow Regime Perennial Average (ft) 3 LFPermanent ImpactWidth 0 LFTemporary p. 113 PermanentFitl TemporarylmpactImpactAerial 0.008 No. 80 Topo No. 8 164 S149 Perennial 5 0 143 0.016 82 8 166 S150 Perennial 2.6 0 266 0.016 82 8 166 S152 Intermittent 2 0 48 0.002 83 8 167 S153 Perennial 2 0 161 0.007 84 9 168 S154 Little Duck Creek Perennial 7 0 97 0.016 84 9 168 S155 Intermittent 2 0 68 0.003 84 9 168 S156 Perennial 3.17 0 138 0.010 84 9 168 S157.1 Intermittent 2 0 117 0.005 84 9 1 168 S159 Perennial 3.4 0 160 0.012 85 9 169 S160 Perennial 3 0 114 0.008 86 9 170 S161 Perennial 3.42 0 107 0.008 86 9 170 S162 Perennial 2.5 0 120 0.007 87 9 171 S163 Intermittent 2.5 0 22 0.001 87 9 171 S165 Intermittent 1.5 0 80 0.003 87 9 171 S166 Intermittent 1.29 0 109 0.003 87 9 171 S167 Intermittent 3.33 0 62 0.005 89 9 173 S168 Intermittent 5.57 0 103 0.013 89 9 173 S169 Intermittent 5 0 167 0.019 89 9 173 S170 Intermittent 3 0 164 0.011 89 9 173 S171 Intermittent 1 5 1 0 1 94 1 1 0.011 1 90 1 9 174 S172 Intermittent 1.83 0 98 0.004 90 9 174 S173 Intermittent 5.75 0 60 0.008 91 9 175 680 17659 0.082 2.800 WETALND AND OPEN -WATER IMPACT TABLE EGNC T-015 RELIABILITY PROJECT ff re ry r . . I I W002 36.492989 79.678819 !0.0138Headwater PEM/PFO 10 2 94 W003 36.493871 -79.67875 0.013 Headwater PFO 10 2 94 W004 36.494174 -79.678441 0.024 Headwater PFO 10 2 94 W005 36.495139 -79.679021 0.028 Basin PEM 10 2 94 W006 36.492788 -79.674723 0.173 Headwater PEM/PFO 10 2 94 W007 36.492769 -79.673691 0.187 Headwater PEM/PFO 10 2 94 W009 36.489814 -79.651777 0.006 Headwater PFO 13 2 97 W010 36.48916 -79.647882 0.002 0.006 Headwater PEM/PF0 13 2 97 W013 36.482125 -79.60219 0.024 Bottomland Hardwood PFO 18 2 102 W015 36.476227 -79.582437 0.008 Bottomland Hardwood PFO 20 3 104 W016 36.475337 -79.576583 0.030 Headwater PFO 20 3 104 W018 36.475112 -79.566429 0.886 Bottomland Hardwood PEM/PFO 22 3 106 W020 36.472035 -79.550733 0.078 Headwater PEM/PFO 23 3 107 W021 36.471679 -79.549236 0.344 Headwater PEM/PFO 23 3 107 W022 36.471666 -79.546845 0.063 Headwater PFO 24 3 108 W024 36.467784 -79.533453 0.006 Headwater PEM/PFO 25 3 109 W026 36.467087 -79.53074 0.038 Headwater PFO 25 3 109 W028 36.462613 -79.512216 0.037 Seep PFO 28 3 112 W029 36.46159 -79.508285 0.158 Headwater PEM/PFO 29 3 113 W030 36.460307 -79.503314 0.037 Headwater PEM/PFO 29 3 113 W031 36.458088 -79.493254 0.020 Headwater PEM/PFO 30 3 114 W032 36.456028 -79.480401 3.127 Bottomland Hardwood PEM/PFO 32 4 116 W033 36.454983 -79.472051 0.250 Bottomland Hardwood PEM/PFO 33 4 117 W034 36.45308 -79.464041 0.007 Headwater PEM/PFO 33 4 117 W035 36.450164 -79.450062 0.005 0.046 Headwater PEM/PFO 35 4 119 W036 36.44963 -79.447628 0.027 Headwater PFO 35 4 119 W037 36.450091 -79.446907 0.016 Headwater PEM/PFO 35 4 119 W038 36.448538 -79.439243 0.001 Floodplain Pool PFO 36 4 120 W039 36.447198 -79.43462 0.174 0.787 Bottomland Hardwood PFO 37 4 121 W041 36.444756 -79.425774 0.008 0.020 Headwater PFO 38 1 4 122 W042 36.444757 -79.425442 0.004 0.017 Headwater PFO 38 4 122 W043 36.444812 -79.424552 0.024 Basin PEM 38 4 122 W045 36.444027 -79.421617 0.022 Basin PEM 38 4 122 W046 36.443285 -79.419527 0.031 0.423 Bottomland Hardwood PEM/PFO 38 4 122 W047 36.439489 -79.397999 1.460 Bottomland Hardwood PEM/PFO 41 4 125 W048 36.439149 79.393201 0.047 Bottomland Hardwood PFO 41 5 125 WETALND AND OPEN -WATER IMPACT TABLE EGNC T-015 RELIABILITY PROJECT Feature ID W049 Latitude 36.438931 -79.392061 Permanent Temporary Impact 0.482 Type Bottomland Hardwood PEM/PFO Aerial. No. 41 Topo No. 5 ImpactWetland 125 W050 36.43706 -79.375862 0.084 Bottomland Hardwood PEM/PFO 43 5 127 W051 36.437211 -79.375644 0.008 Bottomland Hardwood PFO 43 5 127 W052 1 36.436373 -79.372259 0.049 Headwater PEM 43 1 5 127 W053 36.435413 -79.362532 0.012 Headwater PFO 44 5 128 W054 36.434765 -79.361189 0.081 Headwater PEM/PFO 44 5 128 W055 36.434659 -79.360731 0.014 Seep PEM 44 5 128 W057 36.432444 -79.351208 0.074 Bottomland Hardwood PEM/PFO 45 5 129 W059 1 36.432077 -79.349696 0.038 Seep PEM 46 1 5 130 W061 36.431833 -79.348747 0.150 Headwater PEM/PFO 46 5 130 W062 36.431504 -79.348524 0.011 Headwater PFO 46 5 130 W063 36.430941 -79.346577 0.001 0.066 Headwater PFO 46 5 130 W064 36.431064 -79.345998 0.119 Headwater PEM 46 5 130 W065 1 36.430541 -79.344205 0.018 0.036 Headwater PEM/PFO 46 1 5 130 W066 36.425442 -79.327333 0.037 Headwater PEM/PFO 48 5 132 W067 36.424907 -79.326127 0.003 Headwater PEM 48 5 132 W068 36.424684 -79.325353 0.023 Headwater PEM/PFO 48 5 132 W069 36.421933 -79.31336 0.009 Headwater PEM 50 5 134 W070 36.421901 -79.31214 0.018 Headwater PFO 50 5 134 W072 36.42141 -79.309502 0.174 Bottomland Hardwood PEM/PFO 50 5 134 W073 36.420374 -79.296984 0.023 Headwater PEM 51 6 135 W074 36.42026 -79.296732 0.007 Headwater PEM 51 6 135 W075 1 36.416406 -79.284592 0.026 Headwater PEM 53 1 6 137 W076 36.415836 -79.282679 0.181 Roodplain Pool PEM/PFO 53 6 137 W077 36.415045 -79.28042 0.118 Headwater PEM/PFO 53 6 137 W078 36.413497 -79.275397 0.023 Headwater PEM 54 6 138 W079 1 36.41324 -79.274083 0.385 Headwater PEM/PFO 54 1 6 138 W080 36.412016 -79.267795 0.024 Headwater PFO 54 6 138 W081 36.41007 -79.26219 0.104 Headwater PEM/PFO 55 6 139 W082 36.404528 -79.242593 0.044 Headwater PEM/PFO 57 6 141 W084 36.404017 -79.239825 0.038 0.040 Headwater PEM/PFO 57 6 141 W085 1 36.403722 -79.239607 0.011 Headwater PEM 57 6 1 141 W087 36.396299 -79.222122 0.025 Headwater PEM/PFO 59 6 143 W088 36.393703 -79.21586 0.016 Basin PEM 60 6 144 W089 36.389404 -79.204178 0.171 Bottomland Hardwood PSS 61 6 145 W090 1 36.386987 -79.187307 0.024 Headwater PFO 63 7 147 W092 36.385058 -79.178979 0.164 Basin PFO 64 7 148 W093 36.383642 -79.174338 0.057 Bottomland Hardwood PEM/PFO 64 7 148 W095 36.38042 -79.160008 0.048 Headwater PFO 65 7 149 WETALND AND OPEN -WATER IMPACT TABLE EGNC T-015 RELIABILITY PROJECT Feature ID W097 Latitude 36.379375 -79.15488 Permanent Temporary Impact 0.421 Basin PEM/PFO No. 65 Topo No. 7 ImpactAeriaL 149 W098 36.377732 -79.143054 0.106 Headwater PFO 69 7 153 W099 36.377426 -79.142176 0.075 Headwater PEM/PFO 69 7 153 W100 36.377531 -79.141916 0.006 Headwater PFO 69 7 153 W101 36.376977 -79.13748 0.014 Headwater PFO 69 7 153 W102 36.376516 -79.136652 0.017 0.176 Bottomland Hardwood PSS/PFO 69 7 153 W105 36.373482 -79.11471 0.013 Headwater PFO 1 72 7 156 W106 36.37365 -79.113989 0.001 Floodplain Pool PFO 72 7 156 W107 36.373456 -79.113657 0.010 0.014 Floodplain Pool PEM/PFO 72 7 156 W108.1 36.373494 -79.11346 0.005 Floodplain Pool PFO 72 7 156 W111 36.373237 -79.11322 0.060 Bottomland Hardwood PEM/PFO 72 7 156 W112 1 36.371812 -79.103817 0.012 Headwater PEM 73 1 8 157 W113 36.371677 -79.102078 0.021 Headwater PEM/PFO 73 8 157 W114 36.370961 -79.0981 0.031 Headwater PEM 73 8 157 W116 36.368754 -79.082171 0.083 Basin PFO 75 8 159 W117 36.367436 -79.07613 0.095 Headwater PEM/PFO 76 8 160 W118 36.367288 -79.075444 0.019 Headwater PEM 76 8 160 W119 36.367106 -79.073556 0.009 Headwater PFO 1 76 8 160 W121 36.372592 -79.063216 0.017 Headwater PFO 78 8 162 W122 36.373093 -79.063426 0.002 Headwater PFO 78 8 162 W124 36.379793 -79.063353 0.027 0.024 Headwater PEM/PFO 79 8 163 W125 36.382692 -79.063558 0.007 Bottomland Hardwood PFO 79 8 163 W126 36.384481 -79.063273 0.138 0.000 Bottomland Hardwood PEM/PFO 79 8 163 W127 36.385123 -79.063415 0.248 Bottomland Hardwood PEM/PFO 79 8 163 W128 36.386077 -79.063324 0.160 0.008 Headwater PFO 79 8 163 W129 36.386315 -79.063702 0.028 Headwater PFO 163 W130 36.39238 -79.06337 0.013 Headwater PEM 80 8 164 W131 36.397692 -79.063666 0.066 0.061 Headwater PEM/PFO 81 8 165 W132 36.402242 -79.063816 0.001 Headwater PFO 82 8 166 W133 36.402315 -79.063668 0.004 Headwater PSS 82 8 166 W134 36.404712 -79.063774 0.002 Headwater PFO 82 8 166 W135 36.405142 -79.064269 0.032 0.052 Headwater PFO 82 8 166 W136 36.405815 -79.064004 0.047 0.013 Headwater PFO 82 8 166 W138 36.413132 -79.064033 0.024 0.003 Headwater PSS 83 8 167 W141 36.418809 -79.064199 0.004 0.007 Headwater PFO 84 1 9 168 W142 36.418997 -79.064132 0.091 0.065 Headwater PFO 84 9 168 W143 36.421615 -79.063998 0.027 Headwater PSS 84 9 168 W144 36.422406 -79.06432 0.017 Headwater PFO 84 9 168 W145 36.424362 -79.063414 0.074 0.042 Headwater PFO 84 9 168 WETALND AND OPEN -WATER IMPACT TABLE EGNC T-015 RELIABILITY PROJECT Feature ID W146 JA��• 36.432253 -79.064648 Conversion 0.034 TemporaryLatPermanent Impact"� 0.004 Headwater PFO 85 opo 9 Impact 169 W147 36.437919 -79.066375 0.141 0.153 Seep PFO 86 9 170 W148 36.438828 -79.066995 0.017 Headwater PEM 86 9 170 W148.1 36.439238 -79.066714 0.010 86 9 170 W149 36.439191 -79.066604 0.010 Basin PSS 86 9 170 W150 36.445796 -79.069084 0.070 Headwater PEM 87 9 171 W153 36.448562 -79.068504 0.040 Headwater PEM 87 9 171 W154 36.452287 -79.069153 0.021 Headwater PEM 1 88 9 172 W155 36.456743 -79.071915 0.015 Headwater PFO 89 9 173 W156 36.457164 -79.07244 0.006 Headwater PFO 89 9 173 W157 36.458358 -79.072893 0.021 Headwater PEM 89 9 173 W158 36.460216 -79.074131 0.001 0.003 Headwater PFO 89 9 173 W159 1 36.462174 -79.075764 0.115 0.089 Headwater PFO 89 1 9 173 W160 36.462989 -79.077619 0.013 0.062 Headwater PFO 90 9 174 W161 36.463689 -79.08004 0.002 Headwater PFO 90 9 174 W162 36.464903 -79.083074 0.010 Headwater PSS 90 9 174 W163 36.466353 -79.083169 0.011 Headwater PSS 90 9 174 W164 36.466898 -79.08299 0.027 Headwater PFO 1 91 9 175 OW001 36.475249 -79.566789 0.067 NA PUB 22 3 106 OW002 36.472126 -79.549958 0.296 NA PUB 23 3 107 OW003 36.397685 -79.06382 0.029 NA PUB 81 8 165 1.385 14.109 Proposed Water Withdrawal Location Exhibit